Pwd Dsr Pune 2010-11

March 24, 2018 | Author: Nilesh Parulekar | Category: Surveying, Value Added Tax, Asphalt, Concrete, Roof
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GENERAL NOTES 0.1 Schedule of Rates is prepared for the year 2010-2011 Operative from 1st October 2010 as applicable for P. W. Circle Pune / Satara / Kolhapur / Solapur and it is also applicable to Sangli District under Kolhapur Circle. For the rates in Corporation area, Notified Tribal area, Hilly inaccessible areas, & Central Jail premises, Mental Hospital premises, an increase of percentage over the normal schedule of rates prescribed for the year 2010-2011 is allowed as follows. 1. 2. 3. 4. 5. Corporation Areas Sugarcane area 10 Km. radius Tribal Areas Notified Hilly / Inaccessible areas InsideCentral Jail Premises, Mental Hospital premises, Raj Bhavan and Yerwada printing prison press 5 5 10 10 % % % % 0.2 15 % The Superintending Engineers should Specify the sugar producing areas under their circles. The Hilly / Inaccessible areas in Western ghat region for Public Works Region, Pune are identified as below: Sr. No 1. 2. 3. 4. 5. District Pune Satara Solapur Sangli Kolhapur Government Resolution, Planning Department No.DVK/1089/P-66/Y-19 Dated 23-11-1990 (Copy attached in Page No. 271 to 273 of this D.S.R) Hilly / Inaccessible areas The increase in rates as above should be applicable only one at a time e.g. if Central Jail is situated in Corporation area an increase of only 15 % for the jail is to be considered and not 20 % (15 % + 5 %). Issue rates of Schedule ‘A’ Material for above notified areas shall be increased by respective percentage. 0.3 The rates worked out in the schedule of rates includes initial lead of 5 Km. for all completed items including asphalting road items, but excluding M.O.R.T. & H. Items. For supply items and providing Earth Work in embackment of road materials lead is not considered in the rate analysis. Actual lead charges are to be added for these supply items. The Basic rates for all quarrying materials such as metal aggregates, boulders, sand, murum, etc. are taken as rates at quarry with lead of 50 mtr.( Head load lead which is not to be deducted from lead) and for other items the market rates are considered in the Statement A-1 Statement A - 1 - Material Master . ( Basic rates of material) Statement A - 2 - Labour Master Statement A - 3 - Machinery Master 1 0.4 0.5 0.6 0.7 0.8 Rates for transportation shown in the statement ‘C’ includes labour charges for loading, unloading and stacking of material on site. For working out items of additional leads more than 5 Kms. the estimate should be prepared for actual leads by deducting initial lead charges of 5 Kms. for all completed items. For leads less than 1.00 Km. the rates worked out for bullock cart, head loads, whichever is economical should be adopted as per statement C-2 For items of building superstructure rates to be increased as follows for the floor lift. Floor Percentage increase I) Ground Floor Nil II) III) IV) V) VI) First II nd III rd IV th V th Floor Floor Floor Floor Floor 2.00 % 3.50 % 5.00 % 6.50 % 8.00 % For every additional floor one and half percent increase in rates shall be considered. The above percentage increase is applicable for following items: Sr. No. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Section Bd/ F & G Bd/J Bd/L Bd/M Bd./O/P Bd./R Bd/T Bd/U/C Bd/V Bd/W ITEMS R.C.C., B.B. Masonary, Hume pipe tanks, MS/HYSD/TMT reinforcement Water proofing treatment with B.B. Coba. Plastering, pointing. Flooring, Dado, Skirting, treads and risers. Painting. Mangalore Tiled Roof, Ridge, Ceiling and G.C.I./A.C. Sheet Weather sheds, Replacing external Window Shutters using scaffolding. Structural Steel work, Tubular Trusses, Grill Work M.S. Tanks, CI/AC/PVC/Soil, waste, vent and rain pipes. External Guniting. The increase in rates as above should be on Ground floor basic rates only. No cumulative increase shall be done. 0.9 Items to be carried out above terrace such as water proofing treatment on terrace, water storage tank, parapet wall with coping, Stair-case, lift room with slabs and water proofing treatment, plastering, painting etc. required for the completion of building are assumed to be the items of its lower floor. 2 0.10 a) Schedule of rate is based on the following basic rates of material which are normally supplied by the Department. Rs. 5,000.00 / M.T. Rs. 36,500.00 / M.T. Rs. 37,000.00 / M.T. Rs. 38,500.00 / M.T. Rs 46,800-00 / M.T. Rs. 38,200.00 / M.T. Rs 67,000.00 / M.T Rs. 40,779.00 / M.T. Ex-Refinary Mumbai Rs. 38,990.00 / M.T. Ex-Refinary Mumbai Rs. 37,960.00 / M.T. Ex-Refinary Mumbai Rs. 36,788.00 / M.T. Ex-Refinary Mumbai Rs. 34,999.00 / M.T. Ex-Refinary Mumbai Rs. 33,969.00 / M.T. Ex-Refinary Mumbai Rs. 36,930.00 / M.T. Ex-Refinary Mumbai Rs. 36,119.00 / M.T. Ex-Refinary Mumbai Rs. 35,900.00 / M.T. Ex-Refinary Mumbai Mild Steel A. Cement B C. Tor Steel ( HYSD) D. Structural Steel E F H I. J. K L. Tubular Steel TMT-FE-500 Bitumen (Packed) (30/40 grade) Bitumen (Packed) (60/70 grade) Bitumen (Packed) (80/100 grade) Bitumen (Bulk) (30/40 grade) Bitumen (Bulk) (60/70 grade) G. High Tensile Steel M. Bitumen (Bulk) (80/100 grade) N. Rubber Modified Bitumen (Bulk) C.R.60 O. Rubber Modified Bitumen (Bulk) C.R.55 P. b) Rubber Modified Bitumen (Bulk) C.R.50 The above rates are as per the Rates charged by the main producers at their respective points of supply, as on the date of implementation of D.S.R. which includes all taxes such as excise, CST, Terminal tax, educational tax etc. except for Bitumen and Cement. For cement 4% Sales tax is considered. The rates of bulk/packed bitumen, bitumen emulsion and rubber modified bitumen, adopted for the items of bituminous works are based on the rates prevailing on 17-05-2010 at ex-Refinery Mumbai. The rates are inclusive of excise duty of 14 % and additional cess of 3 % on excise duty and VAT 12.50% Subsequent increase/decrease if any in bitumen rate shall be accounted for in the analysis of items while framing Estimate c) If materials are to be supplied by Department under Schedule “A” of contract, the rate at which the materials will be charged to the Agency shall be based at D.S.R. rate or prevailing stock issue rate, whichever is more. Sales Tax and other taxes levied by Govt. are not considered seperatly in the rate abstract as the basic rates considered are inclusive of all these taxes i) As per Govt. Circular No. DSR - 1090/CR-6453/PLN-3 dated 14-07-1993 1% for Labour Amenity is considered in DSR while arriving the rates. 0.11 0.12 3 ii) As per Govt. in Industries & Power G.R No. BCA-2009/CR-108/Labour 7-A dated 17/06/2010, 1% cess on labour welfare is not considered in the DSR while arriving the rate. The same should be added in the rate analysis while framing the estimate and the amount shall be deducted from contractors bills as prescribed in the said G.R. iii) As per circular issued by Directorate of Insurance Maharashtra State vide letter No. ÒeefJeefve2305/menefJecee/mee.yee.efJe/HeÀ-2 dated 12/09/2005, 1% for insurance of contract works is not considered in DSR while arriving at rates. The same shall be considered in the recapitulation sheet while framing estimates and the amount incurred by contractors for Insurance of works shall be reimbursed on production of documentary evidence and after checking/ certification from Divisional Accounts Officer. 0.13 i) Lead charges are taken as per the statement ‘C-1’ for the major item., such as - lime, murum, earth, building rubish, manure of sludge, sand, stone, agreegate, soling stone, concrete block, timber, cement., A.C. Pipes, Cement Blocks, steel, tar bitumen, roofing felt, floor asphalt, steel, mating, bamboos, and ballies of all size, ceilling board, rubber P.V.C. pipes and fitting, Sheet and plate glass in packs, painting and distemper A.C. sheet and fitting iron sheet linoleum, bricks, Modular Bricks, Traditional Bricks, Tiles, half round Roofing Tiles, Glass Block., Empty cement Bag, Stone Wear pipes, R.C.C. Pipes, C.I. Pipes, Prestressed concrete pipes, A.C. pipes etc. ii) Rate of Transportation of Bulk Bitumen from Refinary to the site of work is Rs4.40 Per Metric Tone per Kilometer (one side). Rate of heating and unloading is Rs. 100/- per Metric Tone 0.14 0.15 0.16 0.17 0.18 0.19 References of P.W.D. standard specification / M.O.S.T. specification are mentioned in bracket below the description of the items. M.O.S.T.’s specification and rates should be adopted for Bituminous work of state road. Items required for water supply and sanitory works, which are not included in this DSR, the DSR of Environmental Engineering Organisation (ENE) is to be adopted. For testing of soil, road, building material, test bores, load tests, plate load test etc. the rates as per DSR of Maharashtra Engineering Research Institute (MERI) Nashik are to be adopted. Turn over tax is not considered in the rate analysis. Item code No. Bd-F-41, Deals with the rate of concrete for grid slab, this item should be used for grid slab only i.e. where distance between two beams in both the direction is not more than 2 Mtrs. In respect of hot mix B.T. works a separate rate of conventional machinery and modern machinery be used as the case may be. 0.20 4 0.21 0.22 For items of excavation, foundation concrete and masonary etc. for C.D. works, rates shall be adopted from corresponding items under respective building sections. For scaffolding work required to be errected for carrying out repairing work on external faces of building at various heights (viz. repairs to chajjas, external plastering, painting, etc.). The rate of Rs. 1.50 per Sq.m.of scaffolding area shall be considered. As per Government C.R. of Maharashtra, Revenue and Forest Departments Notification No. Gaukhani-10/1009/PK-309/Kh(3) dated 11th Feb. 2010, royalty charges of Rs.200/Brass, i.e. Rs.70.67 / cum., are included in the respective items of Supply of all natural minerals i.e. Rubble, Metal, Sand, Murum earth etc. in the D.S.R. Agency will have to produce documentary evidence to the concerned Executive Engineer, as regards payments made by Agency to Revenue Department towards royalty charges. If such documentary evidence is not produced the component of Royalty charges as contemplated in the item shall not be paid to Agency. Copy of notification attached However in case the rates are revised by Revenue and Forest Department time to time, the difference may be considered while preparing Estimate. Value added Tax for material is considered in the D.S.R VAT for completed items- In addition to VAT on material following charges shall be added for VAT on completed items. 0.23 0.24 a 0.24 b Value added Tax for each complted item is to be added in the rate analysis at last at the following rate while framing the Estimate Items i) Building work ii) Road work (including bridge and C.D. works) Increase in rates for VAT 0.75% 0.50% 0.25 For readymix concrete Rs 150/- per Cum should be added over the concrete items in the D.S.R.(This item should be operated with the prior approval of Superintending Engineer) For concreting items rates are proposed using crushed sand along with natural sand. For adopting these rates circular issued by P.W. Department vide Letter No. MISC-2009/ PK-10/ Roads-1 dated 23/07/2009 shall be followed. 0.26 5 caging etc.T.A. In Specific conditions if cofferdam caging etc. For following items of Bridge works the separate rate analysis shall be approved by the Teritorial Superintending Engineer: a) For Sub Structure height above Ground Level / Top of Raft is more than 15 Mtrs. for completed item. also includes charges of running empty vehicle for return trip. For calculation of transportation charges rate tabulated in material master for following items are considered in the formula a) 2 3 4 5 Mazdoor b) Diesel c) Mobile Oil d) Truck For calculation of pay load factor a truck of 7. cornice. b) For Superstructure if span is greater than 15 mtrs. The dewatering rates mentioned in bridge sections includes post monsoon flow of River / Nallas and general seepage of water only and does not include provision of cofferdam. in items of plastering section. additional cost of cement may be added in the rate for additional quantity or may be issued free of cost under tender provisions. The provision for actual octroi charges shall be considered while preparing the estimates. Rate for consumption of cement for controlled cement concrete shall be as given in statement ‘D’. are felt essential for dewatering then separate R. if and or the height of Superstructure above Ground Level is greater than 15 mtrs. edge patty etc. to joining of masnory and column beam should be made separately for decorative works viz.5 M. capacity is considered. The Schedule ‘A’ rates should not be less than those mentioned in material master. Octroi charges / duty of material for the works which fall in Municipal corporation area .GUIDE LINES 1 Rate for transportation of material by Truck from different leads have been worked out as per table given by National Building Organisation. While preparing estimates a provision for chicken mesh and groves etc. 6 7 8 9 10 11 6 .A. The cost per trip shown in statement ‘C’. If the cement required as per actual mixed design is more than this. Water charges and Quality control charges are accounted for in each R. Machinery hire charges shall be as per the machinery use rates of Irrigation Department issued by the Chief Engineer ( Mech). Dewatering in the item of excavation of building shall include dewatering of water only upto quantity of dewatering that is possible manually. Nashik. for that particular site may be prepared and got approved from competent Authority. APPROVED AND COUNTERSIGNED FOR THE YEAR 2010-11 EXECUTIVE ENGINEER ROAD PROJECT DIVISION NO. 3) Rates of labour required for Survey work to be adopted From the sanction Schedule of Rates for Pune Public Works Region. Satara. Sangli and Kolhapur Districts. Prepared By Road Project Division Pune.doc 1 .411001 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. Hill Station Area. Solapur.R. Pune. is allowed.S. 2) For the rates in Municipal Area.GENERAL NOTES 1) Schedule of Rates for survey work the year 2010-2011 Operative from 15/11/2010 applicable for Public Works Region. Sugarcane Area and Jail Premises an increase of percentage over the normal Schedule of rates prescribed as that of regular D.1 PUNE – 411001 SUPERTENDING ENGINEER PUBLIC WORKS CIRCLE PUNE . Corporation Area. Pune for Pune. Hilly in accessible Area. Notified Tribal Area. 6) F Labour cost for various items of Survey 7) G Rates of completed items involved During Survey 8) H Rates for Boring Machines 9) I Rates for Land Plans Page No. 3 4 4 TO 7 8 TO 9 10 TO 11 12 TO 13 14 TO 26 27 TO 30 31 TO 33 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. PUNE SURVEY SCHEDULE OF RATES FOR THE YEAR 2010-2011 For Pune.doc 2 .No. loading and unloading of Survey Instruments and other camp requirements etc. Sangli and Kolhapur Districts I N D E X Sr.GOVERNMENT OF MAHARASHTRA PUBLIC WORKS DEPARTMENT PUNE WORKS REGION. Solapur. Satara. Section Subject 1) A Requirement of Labours for Unit Works 2) B Requirement of Material on Unit basis 3) C Unit out turn per day 4) D Rates of Materials required for survey 5) E Rates of transportation. E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. 1) Catchment area survey up to 100 acres with chain and compass. 1 A) Item of Work Unit 2 3 Rate For the year 2010-2011 4 REQUIREMENT OF LABOUR FOR UNIT WORK I) ROAD SURVEY 1) 2) 3) 4) Reconnaissance survey of alignment in plain and hilly country including taking dimensions of apexes ascertaining type of land etc. Sangli and Kolhapur Districts Sr.SURVEY SCHEDULE OF RATES FOR THE YEAR 2010-2011 For Pune. Satara.doc 3 . Day Day Day 7 Nos. 6 Nos. 3 Nos.do – (with chaining) Levelling Chain and compass or cross staff survey II) STREAM SURVEY Day 4 Nos. No. complete (without chaining) . Solapur. (Traverse survey) Day 2 Nos. 6 Litres 3 Cells C] UNIT OUTTURN PER DAY Survey party consisting of 2 or 3 overseers and 1 Attendent for item to 10 under. 3 Day Rate For the year 2010-2011 4 2 Nos. Km.doc 4 . Km. Day 9 Nos. No. 2] Chunnam loose 3] Pegs 4] Kerosin Oil 5] Tourch Cell (1 ½ V) Km. Day 6 Nos. B] REQUIREMENT OF MATERIALS ON UNIT BASIS 1] Plain 1 Tin of 100 M.Sr. 65 Nos. 1] Roads and Item 1 to 6 under 2] Streams E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. Month Month 2 Tins 2 Kgs. 3] Levelling for countering of sections of longitudinal sections of streams including chain and compass survey and other details of stream. 1 Item of Work Unit 2 2] -do.L.on village map upto 10 acrea by visualisation without chain and compass. 4] Chain and compass or cross staff survey. 50 Kms. 4] Day 1. (with chaining) Day 2 Kms. etc. Day 1. along the alignment and verification of survey No. No. alongwith alignment and verification of serial Nos.50 Kms. (with chaining) Reconnaissance survey of a alignment of a road in hilly country utilizing existing forest trackes. E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.00 Km.50 Kms. (without chaining) Reconnaissance survey of a alignment of a road in hilly country utilizing existing dimensions of apexes indicating type of land etc.50 Kms.do – including taking 3 dimensions of apexes indicating type of land and verification of survey No. 5] Day 1. (without chaining) . 7] Detailed survey of road in plain country including chaining (with cross sections at every 2 chain) and closing of survey each day.do – (with chaining) Reconnaissance survey of a road alignment for new hilly road country (without chaining).Sr. .doc 5 .00 Km. 1. 1 Item of Work Unit 2 I] ROADS 3 Rate For the year 2010-2011 4 1] Reconnaissance survey of alignment a road in plain country including taking 3 dimensions of apexes indicating type of land etc. 2] 3] Day Day 1. 6] Day 1. ) 3 Day Rate For the year 2010-2011 4 0. Detailed survey for a new hilly road for along ulizing existing forest track (without cross sec.Sr. Taking cross section for a road in hilly country along the alignment including chaining leveling and closing of survey of the close of day.40 Km. E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. II] STREAM 1] Longitudinal and cross section of stream complete with leveling and chaining including closing survey at the end of work Purely fly leveling (if required) (To and From) Finding out of catchment area with traverse survey upto 100 acres not traceable on toposheet (and upto 1 sq. (Note : Length should be worked out on the No.) but inclusive of closing survey each day. 9] Day 0.50 Km.75 Km.50 Kms. Taken. 3] Day 3 Nos. 2] Day 5 Kms. 1 8] Item of Work Unit 2 Detailed survey in plain country (along earthwork one including chaining with cross section at every 2 chain and closing survey at close of day. 10] Day 0. No.mile on site) Day 1.doc 6 . and actual length of cross sec. mil on site) 5] Fixing chain and apex stones along the road (on an average 4 to 5 chain stones and 5 to 6 apex stones in a length of 1 km. 1 Item of Work Unit 2 4] Finding out of catchment area with traverse survey above 100 acres not traceable on toposheet (and upto 1 sq. Day 0.doc 7 . No.Sr.75 Kms. E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.) for unit labour 3 Day Rate For the year 2010-2011 4 2 Nos. Sr. No. 1 D] Item of Work Unit 2 3 Rate For the year 2010-2011 4 RATES OF SUPPLY OF MATERIALS REQUIRED FOR SURVEY 1] Supply of apex size 15 cm x 15 cm x 75 cm 2] Suppling. bamboos male No. 7 Nos & 50 mm dia of 3.60m. to 4.00 m. long. (D.S.R-10-11 Page No.211 Sr..No.10) Rs.8.50/Rmt. 3] Supply of wooden survey pegs (D.S.R. 2010-11 P.No.212/39) 4] Supplying readymade flag of any colour size 36 cm x 50 cm 5] -do- 600mm x 450mm (Market Rate) 6] Supplying readymade synthetic Enamel paint ( tin contains 100 mililiters) (D.S.R.2010-11 Sr.No.2/ Page No.210) 7] Supplying chunnam (D.S.R.2010-11 Sr. No.2/Page No.228) 8] Chalk stick Box (Contains 100 sticks) 9] Coir string (D.S.R.2010-11 Sr.No.3/ Page No.228) 10] Battery Cell 11] Sutali (Market rate) No. 53.00 Rm 59.50 100No 410.00 16.00 38.00 15.20 No. No. Per In 100 Mililiters Kg. Box Kg. No. Kg. 9.00 20.00 61.00 18.00 38.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 8 Sr. No. 1 Item of Work Unit 2 3 Rate For the year 2010-2011 4 12] Socks (Market rate) Pairs 50.00 13] Survey Shoes (Gum Boot) (Market rate) 14] Survey Cap (Market rate) Pairs 650.00 No. 100.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 9 Sr. No. 1 E] Item of Work Unit 2 3 Rate For the year 2010-2011 4 RATES OF TRANSPORTATION, LOADING UNLOADING OF SURVEY INSTRUMENTS OTHER CAMP EQUIPMENTS ETC. (Equipments including all survey instruments, Kitchen Box and other camp equipments to railway station or bus stand) 1] Transporting survey instruments and other camp equipments to railway station or Bus stand or vice versa upto 2 Kms. 2] -do- beyond 2 Kms.upto 4 Kms. Per Trip AND AND 80.00 Per Job 120.00 3] -do- for shift of same upto 5Kms. By bullock cart with driver. 4] -do- 5 Kms. and upto 8 Kms. (excluding) 5] -do- Beyond 8 Kms. and upto 12 Kms. 6] Loading in railway train including conveying camp equipment and survey instruments from Rickshow Stand to railway station platform 7] Unloading from Train including conveying to Public Stand outside the loading in vehicle and Rickshow Trip. 190.00 Trip. 224.00 Trip. 276.00 Bundle 15.00 Bundle 15.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 10 Sr. No. 1 Item of Work Unit 2 8] Conveying survey instruments and camp equipments from Rickshow or bus stand to S.T.bus platform and vice vrsa. 9] -do- Loading or unloading from Bus. 10] Conveying apex or chainage stones by bullock cart with driver upto 5 Kms. (from quarry) of 15 stones capacity. 3 Bundle Rate For the year 2010-2011 4 15.00 Bundle Job 8.00 194.60 11] Conveying apex or chainage stones Job by bullockcart with driver upto 10 kms. From quarry 15 stones capacity. 12] –do- upto 15 kms. of 15 stones capacity. Job 246.00 367.00 13] Conveying apex or chainage stone or No. B.M. /Centering / stone by head load from stacking point to actual size on work with distance of work with distance of every 100 meters. 14] –do- 100 meters to 200 meters. 15] –do- 200 meters to 300 meters No. No. 5.50 11.00 16.50 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 11 Sr. No. 1 F] Item of Work Unit 2 3 Rate For the year 2010-2011 4 LABOUR COST FOR VARIOUS ITEMS OF SURVEY 1] Fixing chain/BM / Centering / Appex stones in earth and all sorts of soil and soft murum including conveying excavation fixing stone and back filling etc. complete. No. 53.00 2] Taking the trial pit for roads, alignment, C.D.works in earth soil of all sorts sand,gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto depth 1.5 metres. Cum. 106.00 2A] Taking the trial pit for roads, alignement,C.D.works in earth soil of all sorts sand, gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto 3.00 meters depth. 3] -do- in hard murum upto 1.5 metre depth. 3A] –do- upto 3 metre depth. 4] -do- in hard murum and boulders 1.5 metre depth. Cum. 130.00 Cum. 187.00 Cum. Cum. 205.00 250.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 12 upto 3 metre depth. 2010-11 Sr. 27. Cum. 3 Cum. 1 Item of Work Unit 2 4A] –do.R.S. 70. 8] Painting and Lettering / Numbering Chain / Apex / Centre line stones.5 metre depth 6] –do.No.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.165) 100 Nos. 31.upto 3 metre depth.00 Cum.Sr.00 5] Extra for dewatering in nallas during excavation involved upto 1. No.00 7] Fixing survey pegs. Rate For the year 2010-2011 4 262. (D. No.103/ Page No.doc 13 .00 7. Sr. (without chaining) 4] Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete (without chaining) Km. 700.00 3] Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete. along the alignment etc.00 2] -do(with chaining) Km. complete. 1 G] Item of Work Unit 2 3 Rate For the year 2010-2011 4 RATES OF COMPLETED ITEMS INVOLVED DURING SURVEY I] SURVEY ITEMS 1] Reconnaissance survey of road alignment in plain country including taking 3 dimensions of apexes including verification of type of land etc.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. 1720.doc 14 . No. 1405. 2180. (with chaining) Km.00 Km. 91(b)) Km.R-10-11 Page No. 9 ] Detailed survey of road through hilly country taking cross section at every chain or as per desired including chaining leveling and closing survey each day 10] –do. Km Rate For the year 2010-2011 4 932.S.doc 15 .00 2107. alignment in hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary) taking three dimension of apexes including verification of type of land etc. in Ground & white washing etc.00 2210. No.Sr.00 Km 2022.00 110.(with chaining) 7] Detailed survey of roads in plain country including chaining and leveling with cross section at every two chains inclusive of closing survey each day .00 Km 4317. complete (without chaining) 6] –do. complete (D.utilizing existing forest tracks 11] Providing and fixing chain center line Bench Mark/ Apex Stone size 15cm x15 cmx 60 cm.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.No. 1 Item of Work Unit 2 3 5] Reconnaissance survey of road Km. 164/ I.00 Km No 3238. 8] Detailed survey of road length where earthwork is party done including chaining and leveling with cross section at every two chain and closing survey each day. bushes etc.00 13] No.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. I.doc 16 .00 14] Cutting down branches trees. stacking the material neatly as directed.No. 680. 91 A/P-164) 12] Providing and fixing wooden survey pegs at 15m Center to Center including white washing etc. complete (DSR-10-11. 299. (for Jeepable road) Km. Rate For the year 2010-2011 4 260. complete Carrying out Catchment area traverse survey of minor stream (not traceable in toposheet) below 100 acres No.Sr.00 Km. 6630. 1 Item of Work Unit 2 3 11A] Providing and fixing chain center line Bench Mark/Apex stones in C. No.1:4:8 block foundation of standard size including white washing etc. 1] Carrying plane table Survey. 3] Collection of data from D. 2] Plotting of duly surveyed area. L . The work of plotting and certificate from D. 1 Item of Work Unit 2 Preparation of Land Plans for Land Aquisition (Road Work) 15] Preparing land plans and land Schedule including carrying out plantable survey for private / Forest land on both side of road in Rural and Urban areas. along the road upto 30 Mtrs. or other authorities shall be obtained for correctness of prepared plans. tracing and taking out prints and preparing the requisite booklets duly bound and printing with all materials etc. Authorities.I.Sr. including taking out prints of Survey maps.The item planetable includes following points. on either side from the road center. Note :.R.doc 17 . 3 Rate For the year 2010-2011 4 Km. Authorities and verification of survey maps by D . 5] Carrying out plantable Survey of the private / forest land. No.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. 17426.L. Three land plan booklets in prescribed form alongwith original tracing shall be supplied including procurement of village maps / forest land plans from concerned Authorities. I . binding etc.L.I. 4] Preparing three Booklets of Survey maps . R .R. 00 3810. 1 Item of Work Unit 2 3 Preparation of Planetable survey for Buildings. 4] Plotting work.5 Metre intervals. with triangulation method and giving details of the structures.5 x 2. 2] Levelling Grid work of the terrain.00 m. Acre Acre Rate For the year 2010-2011 4 3467. 5] Collection of Record. such as total area. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia Prints. a) For 10 Gunthas to 1 Acre b) For Area above 1 Acre. over head line and under ground service amenities within the area. type of building and distance from all corners taking trial pit 0. authorities and authontification.5 x 0. 3] Detailed Engineering Surve and contouring work of the terrain.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. Theodolite area measurement of the plot and structures.I.R.Sr.L. Note :. – 2 Nos.The item includes— 1] Traversing work with theodolite and steel tape. 16] Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 20”. No. The contour levels shall be marked at 0. per Acre and collection of record from city survey /D.doc 18 . trees. Catchment area plan by Traverse method and taking and trial pits of size 1. fixing pegs. Preparation of detailed Plans and Estimates of road including type in 5 Copies. ammonia prints. at every 200 M.50 Mx 1.50 M including preparation of detailed plans and estimates in 5 copies and all types of compliance if required from the Department. 3 Km. Survey of C.doc 19 . stones of size 0.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. works including taking L-Section of Road. fixing apex and B. 5858.15 x 0. if required from Department.00 18] Km.15 x 0.C. 5199. No. complete and all types of compliance. and preparation of alignment plan and all type of compliance if required from Department. Rate For the year 2010-2011 4 12082. 1 17] Item of Work Unit 2 Reconnaissance survey including study of survey sheets maps etc. chain and compass or cross staff survey with Lsection and cross section of alignment at ever 30 M. proper filling.60 in 1:2:4 C.D.Sr.M. For alignment including 3 dimension or apexes . with colouring of plans. indexing and paging etc.00 19] No.50 M x 1. or at every change of indiviation which ever is less including fly levels at close of days work. if required from department. cross sections. unit test. one alternate proposed cross section and stream upto sufficient long with chain and compass. etc. site plans proper filling indexing and paging. No.00 x 3. collecting samples of bed materials at site for ascertaining the silt factor. if required from department. taking three trial pits of size 2. site plan and other drawings etc. one at U/s and at D/s one vergin cross section.00 x 2..00 M.00 21] No.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. approved laboratories and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints. 1 20] Item of Work Unit 2 Survey of Minor bridge including taking L-Section of nalla existing road two defined.Sr. 6886. complete and all types of compliance. specific gravity from Govt. complete and all types of compliance. Preparation of detailed plans and estimate on the basis of the approved detailed survey date by the competent authority including typing in 5 Copies.doc 20 . ammonia prints. 3 No. Rate For the year 2010-2011 4 28322. if required from department. collecting samples at site for ascertaining the silt factor. if required from department. unit test.00 x 3.00 M. site plans. 848. 1 22] Item of Work Unit 2 Survey of Major bridge including taking L-Section of nalla existing road two defined. site plan and other drawings etc. No. indexing and paging etc. (Excluding taking trial bores and contouring) upto 75 mtrs For additional length increase 10% upto 200 m.00 23] E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.Sr.00 13385.doc 21 . Preparation of detailed plans and estimate of bridge on the basis of the approved line diagram and technical not from the competent authority including typing in five copies ammonia prints. approved laboratories (including testing charges) and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints. two on banks of size 2. and 15% above 200 m. other drawing with colour of plans. taking the trial pits threin bed. proper filling.00 x 2. complete and all types of compliance.. complete and all types of compliance. specific gravity from Govt. 3 Rate For the year 2010-2011 4 Note- Meter No. (one of U/s and one at at D/s one alternate proposed cross section of and stream upto sufficient length with chain and compass. 00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. complete and all types of compliance. one vergin. Survey of raised causeway including reconnaissance. site plan and other drawing etc. site plan other drawings with colouring of plans. one alternate proposed cross section and stream upto sufficient lengths with chain and compass taking two trial pits of size. taking L-section of existing road one defined.M. Prepratation of detailed plans and estimates of Raise causeway on the basis of the approved detailed survey data by competent authority including typing in 5 copies ammonia prints. Rate For the year 2010-2011 4 50394. indexing and paging. 3 One Sq. submission of the project duly typed colouring of the ammonia prints. preparing contour map with ammonia prints etc. 1 24] Item of Work Unit 2 Contours survey of stream U/s and D/s of proposed bridge site including levelling. complete and all types of compliance if required from department. No. etc. 14732.doc 22 . proper filling. ascertaining silt factor and preparation of detailed survey data. 4441. K.00 25] Per No. chain and compass survey at every 30 M x 30 M. complete in 5 sets. if required from department.00 26] One No.Sr. 327.S. complete./C. 5420./C.Sr. (without chaining) Fly levelling for carrying out bench mark. Complete survey of stream having catchment area bove 1 sq. and other details etc.00 2] Km. No. 1391.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.miles including taking necessary L. 672. mile including catchment survey taking necessary L.S. WORKS 1] Complete survey of stream having catchment area upto 1 sq.00 3] Km. Detailed survey of approaches including chaining and levelling inclusive of chain and compass survey along bridge alignment and approaches including closing each days work.S. No.D.00 2] No. and other details etc. Km.00 III] SURVEY OF MAJOR STREAMS 1] Reconnaissance survey of alignment in plain country for approaches to the bridge including taking three dimensions of apexes.doc 23 .mile and upto 5 sq. complete in all respects. 1945. 1 Item of Work Unit 2 3 Rate For the year 2010-2011 4 II] SURVEY OF MEDIUM C.S. 00 7] Km.5 M x 1. Deleted 6] Km. for contouring to be worked out) Taking trial pit 1.S. printing. preparation of proposal. 1 4] Item of Work Unit 2 Taking longitudinal section of streams extending upstream and down stream side of the bridge site. No.S.5 X size in river bed upto 3 M depth in soft strata upto hard murum and boulders including charges of shoring and strutting including dewatering. 4540. complete. (Length of L. Demarcation of right of way (ROW) as per design using total station including calculation of co-ordinates of 30 meter internal on both sides of road.Sr. binding etc. and C. requisite number of cross section of the street on either sides block contouring and other details etc. 3 Km Rate For the year 2010-2011 4 1530. A] Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps. area calculation. complete and submission of 5 sets more ever liaison and coordination with Revenue authorities with compliance if any until finalisation of a ward.00 5] Cum. necessary back filling.doc 24 .00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. 1690. and department of land records liaison and co-ordination.00 Km. For New alignment For existing alignment 8] Carrying out detailed topographic survey by using total station along the existing or new road in Hilly or plain terrain including taking L-section and cross section at minimum every 30 meter c/c for plain terrain and 10 meter c/c for hilly terrain or as specified by Engineer in charge and for 30m. Km Km 15267.00 18547.00 16315.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. width of road way taking minimum 10 spot level per cross section. No.W. spot or as detected by Engineer in charge considering A] Plain Terrain New alignment B] Plain Terrain Existing alignment C] Hilly Terrain 3 Rate For the year 2010-2011 4 Km.doc 25 . 5760.D. Km.00 4650.Sr. 1 Item of Work Unit 2 B] Joint measurement of the alignment by the P. Sr. 23740. No. of 1:4:8 white washing at 50 meter intervals etc. complete Km. 1 Item of Work Unit 2 3 Rate For the year 2010-2011 4 9] Demarcation of road boundary (ROW) on both sides of road including fixing RCC 1:2:4 boundary stones of standard size and shape including fixing in block of standard size of C.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.C.doc 26 . 00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.Q. Item No. of the concerned office as directed.0 to 88. 1 Item of Work Unit 2 3 Rate For the year 2010-2011 4 H] TAKING 100 MM DIA TRIAL BORES FOR ASCERTAINING STRATA (Note:.9 mm core dia in rocks as specified below including all necessary materials such as oil. of concerning office as directed. grease. 27 (a) 2] Rmt. No. soft murum. Water Resources Department.Sr. Nashik for 2010-2011) 1] Taking trial bores 75 to 100 mm for 53.0 to 88. steel bootsan and such other materials as required (including conveying the materials to the site of work) and preserving the core samples serially duly marking and maintain the footage on site of work and conveying the same to H.20.1) Taking trial bores 75 to 100 mm for 53. 0 to 50 metre (Page No.Q.doc . hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil. and such other materials as required (including conveying the material to site of work) preserving the loose samples in glass jar and core samples seriall on site of work and conveying the same to H.9 mm core dia over burden (by diamond drilling machine) such as soil of all sorts.The following rates (Item No.22. 645.1 & 2) are approved by the Chief Engineer (Mechanical). grease. steel. roads. Item No.) iv] over 50 to 100 metres (Page No. Item No. 2352.20.00 Rmt. Item No.22.20.3[a]) v] Other rock with diamond drill 0 to 50 metres ((Page No.00 No.22.15m for preserving core samples with all fixtures and fastening handles including locking arrangement etc.Sr. 1585.5) 3] Providing tun tappa core boxes of jungle wood of size 1.20.21.00 Rmt.4) d] I) In all other types of hard rock (Excluding quartzite with calyx.6) b] Quartzite with diamond drill with Bx Bit i] 0 to 50 metre (Page No. 1 Item of Work Unit 2 3 Rate For the year 2010-2011 4 a] Quartzite with diamond drill with Nz Bit i] 0 to 50 metre (Page No.35mx0. Item No.20.22.3) c] Quartzite with diamond drill with Ax Bit i] 0 to 50 metre (Page No. complete.22.25mx0. 1960. No. Deleted Rmt.doc 28 . 1940.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.22. Item No. Deleted Rmt. Rmt. to 2 M -do-2 M.03m size including supplying of nylon rope 24mm size for anchoring platform include passage platform and engaging a labour etc. labours etc.S. complete A] –do.00X0.S.00 10008. complete. to 2 mtrs of size 3.00 B] C] -do-1 M. Frame made up to M. 3 Rate For the year 2010-2011 4 No.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. and above No.S. of M.50X4. No.50X4. 6178. 1 4 A] Item of Work Unit 2 Providing and maintaining temporary platform at bore location in river bed in upto 1 mtrs. angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 3.upto 1 M 4 B] Providing and maintaining temporary platform for errecting boring machine in river bed to the depth of standing water 1 mtr.of standing water of size 3. empty barrels in M.50 m X 4. No.00 m by using 20 Nos. 8837.Sr.00 m by using sand bags in layers for platform including all required materials.doc 29 . 0m by using 4 M.3X2.R.S.Sr.1 (Mech D.00 6] Km 38. to the site of work and back including loading unloading etc. Angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 1.doc 30 .00 7] Per Shift 2913. Frame made up of M.S. of District head quarters to site of work (by short rout) E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.S. empty barrels in M. complete. No.003 m size including supplying of Nylon rope 24 mm size & 300 mm length for movement of platform Engaging a labour on inspection days etc.3X2X0. (Page No. etc.11. Item No.2010-11 t5 Tons capacity of Truck) Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. engine. complete.S. complete.11. 1 5] Item of Work Unit 2 Providing and maintaining temporary platform for inspection from one bank to another bank or bore location in river bed in all depth of standing water of size 1.Distance to be measured from the station of boring machine. 3 No. Rate mechanical. Rate For the year 2010-2011 4 8006. Conveying the boring machine and engine and all its accessories etc.00 (Note:. Authorities. or other authorities shall be obtained for correctness of prepared plans.doc 31 . etc. on either side from the road center. Authorities and verification of survey maps by T. 5] Carrying out plane table survey of the Private / Forest land along the road upto 30 mtrs.00 2 Preparing land plans and land schedule Including carrying out plane table survey for Private / Forest land or both side of road in Rural and Urban areas.SURVEY SCHEDULE OF RATES FOR THE YEAR 2010-2011 Sr. Three land plan booklets along with original tracing shall be supplied including procurement of village Maps / Forest land plans from concern authorities. The work of plotting and certificate from T. E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.I. 3] Collection of data from T.I.L. No. Note :.R.L. 2] Plotting of duly surveyed area. Tracing and taking out prints and preparing the requisite booklets duly bounds and printing with all materials etc. 1 1] Item of Work Unit Rate For the year 2010-2011 4 18300. 3 Km.L.R.The item plane table includes following points.R. 1] Carrying out plane table survey. binding.I. including taking out prints of survey maps. 4] Preparing three booklets of survey maps. with T.) ii] Consulting Competent Authorities office at District Level.P.Sr. Site inspection if required and preparing kami-jast Patrak from T.I.R. offices (Taluka Investigation and Land Record Office.) from T. New Delhi including collection of notification u/s 3(D) as per national highway Act 1956 (48 of 1956). iv] Villages included.6) submitted to Circle. staff.I.doc 32 .L. According KJP which is prepared by T. joint measurement plan.L.L. land schedule.R.R.I. possession receipt.e. conducting meeting.R. Director General.R. submitted to Sub-Divisional Magistrate for taking order of land revenue reduction order and preparation of the form No. iii] Total length covered.I. No. MORT & H. land revenue reduction order from competent.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. vii] Period for completion of this process – Six Month 3 Km. land schedule as per joint measurement.I. New Delhi for all villages coming in the length. Rate For the year 2010-2011 4 30760. Talathi to prepare the 7/12 extracts in the name of acquiring Authority i. Item of Work Unit 1 2] 2 Providing in actual services for the preparation of record of rights change of title in the name of MORT & H. and submitted to competent authority along with joint measurement sheet. Item includes following activities :i] Consulting all T.L. vi] Circle office and Talathi Office for all villages. Award copy.J.6 (Order of form No. v] Office of Sub-Divisional Magistrate @ City Survey Office. Authority for preparation of kami-jast Patrak (K.L. C. complete.00 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.C.00 4] Km. As directed by Engineer-in-charge. 372.00 5] No. 1:4:8 block at every 50 mtrs.C. 4325. fixing in standard size C.Sr. M-15 boundary stones as per type design including painting. As directed by Engineer-in-charge. Providing and fixing R. Rate For the year 2010-2011 4 2766. 3 Km. No. As directed by Engineer-in-charge. Item of Work Unit 1 3] 2 Scanning and digitizing the surveying R-14 plane table on AutoCAD 2000 & preparing computer disc. Providing ‘7’ copies of computer printouts of plans duly bound in the form of booklet. numbering.doc 33 . on either side of road boundary etc. doc 34 .GOVERNMENT OF MAHARASHTRA PUBLIC WORKS REGION. PUNE SURVEY SCHEDULE OF RATES FOR THE YEAR 2010 201010-2011 2011 E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011. 110.2 Page No. complete. ramming. watering including shoring and strutting etc. watering including shoring and strutting etc. including removing the excavated material up to a distance of 50 m. dewatering. & Item Code 1 Bd-A 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 90.A : EXCAVATION Sr. 259 CU. including removing the excavated material upto a distance of 50 m.00 90. 2 Excavation for foundation in earth.) Spec. complete. watering including shoring and strutting etc. gravel and soft murum. No. beyond the building area & stacking and spreading as directed. 259 CU.2 Page No.00 CU. soil of all types. preparing the bed for the foundation and necessary back filling. 102. : Bd A.0 m) Spec.M. : Bd A. 259 3 Bd-A 2 Excavation for foundation in hard murum including removing the excavated material up to a distance of 50 m.Bd . soil of all types. (Lift from 1.5 M.00 4 Excavation for foundation in Hard murum including Bd-A 2 A removing the excavated material up to a distance of 50 m. dewatering. : Bd A.00 7 . watering including shoring and strutting etc. preparing the bed for the foundation and necessary back filling ramming.00 96. preparing the bed for the foundation and necessary back filling. gravel and soft murum. ramming.) Spec. No. complete ( Lift Upto 1.5 to 3. 259 CU.: Bd A. (Lift Upto1. sand. ( Lift Upto 1.00 102. ramming.M.0 m.5 m. beyond the building area & stacking and spreading as directed dewatering. No.) Spec.M.00 110. 1 Page No. 96.M.1 Page No. dewatering. beyond the building area & stacking and spreading as directed. complete. Bd-A 1A sand.00 Excavation for foundation in earth. No. No. preparing the bed for the foundation and necessary back filling. beyond the building area & stacking and spreading as directed.5 m to 3. No. beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling.M.00 265. Rate for 2010-2011 ( In Rs. (Lift upto 1.00 6 Excavation for foundation in hard murum and boulders Bd-A 3A including removing the excavated material up to a distance 50 meters. 4 Page No. ( Lift from 1.) Spec. ramming. complete . 259 Cu.Sr. watering. ramming.: Bd A. ramming.0 m. 259 7 Bd-A 4 Excavation for foundation in soft rock and old cement and lime masonary foundations including removing the excavated materials up to a distance 50 meters. watering including shoring and strutting etc. Cu.5 m to 3. complete. No.: Bd A 3 Page No. (Lift from 1.5 m) Spec.00 250. beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum. beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling. 265.) Completed Labour 115. & Item Code 5 Bd-A 3 Unit DESCRIPTION OF ITEMS Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 meters beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling. No.o m) Spec.5 m. 250.00 8 Excavation for foundation in soft rock and old cement Bd-A 4 A and lime masonary foundations including removing the excavated material up to a distance 50 meters.: Bd A.M. with available earth murum.00 8 . No. 259 Cu.: Bd A 3 Page No.M. to 3. ramming.M. No. complete.00 120. 4 Page No. watering including shoring and strutting etc. 259 120. including shoring and strutting etc.) Spec.00 Cu.00 115. complete ( Lift upto 1.5 m. watering including shoring the strutting etc. : Bd. 259 Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 meters from the building area and including dewatering and back filling with available earth murum watering.00 216.M.00 9 .5m) Spec.6 Page No.: Bd A.00 600.00 378. & Item Code 9 Bd-A 5 Unit DESCRIPTION OF ITEMS Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 meters from the building area including dewatering and back filling with available earth murum.00 10 A Excavation for foundation in hard rock by controlled Bd-A 5 B1 blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 meters from the building area including dewatering and back filling with available earth soil murum watering.00 222. 259 11 Bd-A 6 Excavation for foundation in hard rock by chiselling wedging. No.Sr.M. No. ( Lift upto 1.5 m) Spec. ramming completed.M.00 10 Bd-A 5A Cu. line drilling etc. 1. No. removing the excavated material upto a distance of 50 meters beyond the building area stacking as directed dewatering and back filling with available earth / murum ramming.: Bd A. No. 580. 259 Cu. 630. watering ramming completed.5 to 3.M. 260 Cu. ramming etc. completed ( Lift upto 1. ( Lift from 1.00 Cu.0 m) Spec. watering completed (lift upto 1.5 Page No. 504.: Bd A. No. including trimming and levelling the bed.) Completed Labour 455. Rate for 2010-2011 ( In Rs.5 Page No.5 Page No.5 m) Spec. thick including hand packing and compacting complete.M. A 13 Page No. No.: Bd. 550. Spec. Spec. 262 Filling in plinth and floors with contractor’s soil. No.00 95. 264 Providing and filling in the foundation with sand of approved quality including watering. No. watering complete.) Completed Labour 385.M.00 216. A 11 Page No.00 14 Bd-A 11 Cu.M. 38. compaction complete. 475. watering complete. 264 Providing soling using 80 mm size trap metal in 15 cm. No. layer including filling voids with sand / grit ramming. Spec. Cu.: Bd A.: Bd.00 38.M. No.00 95. 225.7 Page No. removing the excavated material upto a distance of 50 meters beyond the building area stacking as directed. A 12 Page No. 260 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete. No. 450.M.00 15 Bd-A 12 Cu.: Bd.00 16 Bd-A 13 Cu. Spec.00 95. & Item Code 12 Bd-A 7 Unit DESCRIPTION OF ITEMS Excavation for foundation in laterite rock (soft or hard) including trimming and levelling the bed for the foundation. : As directed by Engineer in charge.00 17 Bd-A 14 Cu.Sr.5 m) Spec.00 50. ( Lift upto 1. dewatering and back filling with available murum ramming. 263 Providing dry/trap/granite/quartzite/gneiss rubble stone soiling 15 cm to 20 cm.: Bd. Spec. sand or murum in 15 cm to 20 cm layers including watering and compaction complete. No.00 10 . A 10 Page No. Rate for 2010-2011 ( In Rs.M.00 13 Bd-A 10 Cu. 00 492. Spec. formwork.M.00 Cu.: Bd. No. 1. cement concrete in 1:5:10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water. Page No. E. Cu. No. 287 a) with natural sand b) with natural sand and Cu. 1 Page No.M. Spec. 287 a) with natural sand b) with natural sand and crushed sand 50%each Cu.M.763.00 492. Cu.M.125.965. Cu.00 3.M.: Bd.165.Bd . 3. 288 & B-7.E : PLAIN CEMENT CONCRETE Sr.00 2.720. compacting and curing complete. E.925.00 492.00 2 Bd-E 1d Providing and laying in situ. & Item Code 1 Bd-E 1c Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.475.00 13 .M. E.00 492.00 492. 1 Page No.00 492. formwork.00 3. 2. Spec.00 crushed sand 50%each 3 Bd-E 2Aa Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for steps including centering. No.M. cement concrete in 1:4:8 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water. roughening them if special finish is to be provided and curing and finishing if required complete. Cu.) Completed Labour Providing and laying in situ. No.00 1.00 492.2 Page No. compacting. formwork.: Bd. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50%each ii) M-20 a) with sand b) with natural sand and crushed sand 50%each Cu. 3.439.00 492. compacting and curing complete.M. compacting.686.00 492.00 492.00 3.) Completed Labour Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for steps including centering. E 4 Page No. 289 and B-7 Page No.M. 288 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Cu. Cu. 289 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50%each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50%each Cu. 3. roughening them if special finish is to be provided and curing and finishing if required complete. E.713.00 492. 2 Page No. 3.00 3. Cu.00 3.00 14 . E 4 Page No. Cu.M.00 492. Cu.389.M. No.M.00 492. 3. Bd.M.650. Cu. roughening them if special finish is to be provided and curing and finishing if required complete.329.00 492.398. No. Spec.00 492.00 6 Bd-E 4b Cu.M.00 3.M.00 5 Bd-E 4a Providing and casting in situ cement concrete ___ of trap/granite/quartzite gneiss metal for bed blocks. Cu.00 3. roughening them if special finish is to be provided and curing and finishing if required complete.348. Cu.00 492.636.425. foundation blocks and such other items including bailing out water formwork.600.Sr.M.M. compacting.670.00 492. foundation blocks and such other items including bailing out water formwork.00 3. Spec.00 3.M. No.M.00 3.279.M.00 492. formwork.00 3. Cu. Bd. compacting.00 492. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/ granite/ gneiss metal for bed blocks.00 492. & Item Code 4 Bd-E 2Ab Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec. Cu. No. Bd. Cu.) Completed Labour 3. No. finishing with minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing complete.00 492. form work. compacting.: Bd-E-7.00 3. & Item Code 7 Bd-E 9a Unit DESCRIPTION OF ITEMS Providing and casting in situ cement concrete M-20 of trap/granite/quartzite/gneiss metal for arches including skew backs as per detailed drawing or as directed in superstructure including centering. Cu.00 15 .650. Spec.636.M. finishing with minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing complete. form work. No.M.M. No.M. Cu.600.Only control concrete items are to be used. Page No.Sr. Page No.00 492. Rate for 2010-2011 ( In Rs. Spec. 3.00 492. 38 a) with natural sand b) with natural sand and crushed sand 50% each Cu.00 8 Bd-E 9b Providing and casting in situ cement concrete 1:1 1/2:3 of trap/granite/quartzite / gneiss metal for arches including skew backs as per detailed drawing or as directed in superstructure including centering.686. 291 and B-7. Page No. compacting.: Bd-E-7.00 492. 291 a) with natural sand b) with natural sand and crushed sand 50% each Note :.00 3. 00 529.445. 3.481. 297 and B.Bd .M.: Bd.030. curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete.M. compacting and curing complete.M. F 1 Page No.C.: Bd.M. foundations. ( Excluding reinforcement) Spec. i) 1:2:4 ii) 1:1 1/2:3 Deleted Deleted 3 Bd-F 3a Providing and laying in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.00 3.00 529. F 1 page No. work in foundations like raft. formwork. Cu. grillage and footings of R. Rate for 2010-2011 ( In Rs.216. formwork. No.00 3. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each . compacting and curing (Excluding reinforcement) complete.00 529. & Item Code 1 Bd-F 1c Unit DESCRIPTION OF ITEMS Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.00 529. 298 and B-7. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Cu.00 Cu.295. 3. F 3 page No.C. compaction.F : REINFORCED CEMENT CONCRETE Sr. centering.C.331.00 529. No.00 529.C. No. pile caps as per detailed design and drawings including bailing out water./quartzite/gneiss metal for R.) Completed Labour Cu.065. Spec.00 3.C. strip.: Bd.C. Cu. Cu. pile caps as per detailed design and drawings including bailing out water.00 17 . including bailing out water.00 Cu.M. columns and steel stanchions etc.C.180. Spec. 3. 297 . 7 Page No.M. centering. No.M. Page No. Cu.00 2 Bd-F 1 d Providing and casting in situ cement concrete ___ of trap/granite.00 529.00 529.M. formwork.00 3. 3.C. No.C.016. formwork. work in foundations like raft. 2.M.M. Cu.C. 5 Page No.00 4. 3 Page No.M. columns as per detailed designs and drawing or as directed including centering.415. Cu. Cu. compacting and roughening the surface if special finish is to be provided and curing complete. Cu.00 529.180.M.00 529. columns as per detailed designs and drawing or as directed including centering.: Bd.00 5 Bd-F 5a Cu.281. 300 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Cu. compacting and roughening the surface if special finish is to be provided and curing complete.M. formwork. columns and steel stanchions etc. Cu. compaction and curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel) complete.00 825.245.00 825.M.00 825.00 4. & Item Code 4 Bd-F 3b Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 4. Cu.00 3.00 825. including bailing out water. strip foundations. 298 a) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each b) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.C.430. Cu.165.M.00 825. No.00 825.00 3.Sr. Spec. 4.00 18 .: Bd. Cu.215.00 825.00 4.M.130.M.380.980. (Excluding reinforcement). F.465. Spec.C.C.00 6 Bd-F 5b Cu.C. 4.M. F.: Bd. F. 300 and B-7. Page No. 5 Page No.) Spec.00 825.00 529. grillage and footings of R. formwork.00 4.C.C. No.00 4.00 529. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.) Completed Labour Providing and laying in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R. (Excluding reinforcement.M.M. Cu.00 3. No. 00 933.M.M. 4. No. & Item Code 7 Bd-F 5c Unit DESCRIPTION OF ITEMS Providing and casting in situ cement concrete M-25 of trap/granite/quartzite/gneiss metal for R. formwork.5.M.00 4. beams and lintels as per detailed designs and drawings or as directed including centering.C.C. No. Page No. 4. Cu.M.00 4.945. Cu.M.00 4.460.00 825. form work.00 4.00 933. Bd.M.425.00 19 . compaction and roughening the surface if special finish is to be provided and curing complete.C. F.990.) Completed Labour Cu.00 933.00 933.00 933. Cu.M. 38 a) with natural sand b) with natural sand and crushed sand 50% each Providing & casting in situ cement concrete ___ of trap/ granite/quartzite/gneiss metal for R. 4. compaction & roughening the surface if special finish is to be provided & curing complete.00 4.00 10 Bd-F 6e Cu.475. columns as per detailed designs and drawings or as directed including centering. compaction & roughening the surface if special finish is to be provided & curing complete. : Bd. (Excluding reinforcement Spec. Bd.Sr.M.M.M.00 933.00 9 Cu. Page No.00 8 Cu. Spec. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing & casting in situ cement concrete ___ of trap/ granite/quartzite/gneiss metal for R.00 933. 4. Page No.255. 300 and B-7. Cu.00 4.00 4.220.C. Cu.00 933. (Excluding reinforcement). : bd.935.6 Page No. No.C.C. Cu.6 Page No. 38 a) with natural sand b) with natural sand and crushed sand 50% each Rate for 2010-2011 ( In Rs. Page No.205.F.6Page No.00 825.170.F. compacting and roughening if special finish is to be provided and curing complete.F.00 933. (Excluding reinforcement).00 4. form work. Spec.300 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Providing & casting in situ cement concrete M-25 of trap/granite/quartzite/gneiss metal for R. 300 and B-7.C.510. 300 and B-7.C. No. beams and lintels as per detailed desings and drawings or as directed including centering form work. Cu.M.900.M. No. Cu.00 933. ( Excluding reinforcement) Spec. beams and lintels as per detailed designs & drawings or as directed including centering. 675.940.055. Page No. waist slab with steps as per detailed designs and drawings including centering.C.: Bd. F.00 5. 9 Page No. 4. 8 Page No. formwork.M. (Excluding reinforcement).00 1. Spec.020.955. slabs and landings canopy. 302 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Providing & Casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R. 303 and B-7.020. Cu. Spec.00 1.090.710. waist slab with steps as per detailed designs and drawings including centering.905.810. 8 Page No.020. Cu.020. Cu.C.020.M. No. Cu.M.660. formwork.M.00 4.00 4. & Item Code 11 Bd-F 8c Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 1. (Excluding reinforcement) Spec. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.: Bd.M.: Bd. F.020.00 1.00 1.00 5.M.00 1.C. formwork. Cu.M.020.00 4.C.00 1.990.M.020.00 1. Cu. No. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Cu. (Excluding reinforcement).00 1. 302 and B-7.Sr. compacting & roughening the surface if special finish is to be provided & curing complete.00 1.020.020.00 13 Bd-F 9c Cu.M.020.00 20 . No.00 1. No. Cu.00 4.) Completed Labour Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R. F.775. slabs and landings canopy. 4. Cu. compacting and roughening the surface if special finish is to be provided and curing complete.00 1. Cu.C.C. compacting and roughening the surface if special finish is to be provided and curing complete.00 12 Bd-F 8d Cu.00 4. chajja as per detailed design & drawings including centering.625. Page No.M.00 4.M 4.020.00 4.M. 00 4. 11 Page No. i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Cu. 304. Cu. F.960.M. 303 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.C.C. 4. pardi 75 mm thick.: Bd.910.M.250.M.00 4.) Completed Labour Providing & casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.00 5.215. No. Cu.M. 4.00 15 Bd-F 11 c Cu. Spec.00 1020.00 1300.11 page No. & Item Code 14 Bd-F 9d Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 304 and B-7.00 5. (Excluding reinforcement). Spec. F. formwork.: Bd. ( Excluding reinforcement).00 1300. compacting and roughening them if special finish is to be provided and curing complete.00 5.995.M.005. No.M. Cu. chajja as per detailed design & drawings including centering.165.M. Cu. compacting & roughening the surface if special finish is to be provided & curing complete.945. Cu.C.: Bd F.C.00 1300. 9 Page No.00 1300.00 1300. 38 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R. No. compacting and roughening them surface if special finish is to be provided and curing complete.725.040.00 21 .00 1020.00 1300. formwork.00 5. Cu.M.00 1020.M.00 1020. Page No. Spec.M. ( Excluding reinforcement).Sr.00 5.C.00 1300. Cu. fins including centering.C.760.M.M. form work. Cu.200.00 16 Bd-F 11 d Cu. pardi 75 mm thick. 4. Cu.00 4. fins including centering.00 1300. No.00 5. coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering.00 680.00 680.M. Cu.420.M. bending.00 3.410.00 3. M. chajjas. hooking the bars. (Excluding reinforcement).M.460.Sr.M. No.C.C. 3.) Completed Labour Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.00 3.181.: Bd.: Bd.170.00 680.M.120. pardis. as per detailed desings. 3. footings.210. P. Cu. binding with wires or tack welding and supporting as required complete. lintels.C.00 680. staircase newels. canopies. Cu. P. beams. Page 38) i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each Providing and casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.00 680. drawings and schedules including cutting. Spec. F.00 680.M. pile caps. (Excluding reinforcement). fins.12 Page No. foundations. compacting and roughening the surface if special finish is to be provided and curing complete. columns. Page No.00 3.00 680. coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering.00 3.C.00 18 Bd F 12B Cu.00 19 Bd-F 17 22 .00 680.T. Spec.00 46. Cu. copings.M. No.320.160. slabs. No.00 3.C. Cu.C.M. 17. compacting and roughening the surface if special finish is to be provided and curing complete. formwork. formwork. arches etc.: Bd. & Item Code 17 Bd F 12A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 306 Cu. Cu. Spec.370. 304 & B-7. 304 i) 1:2:4 a) with natural sand b) with natural sand and crushed sand 50% each ii) 1:1 1/2:3 a) with natural sand b) with natural sand and crushed sand 50% each Providing and fixing in position mild steel bar reinforcement of various diameters for R.00 3.12 Page No. No. slabs.500 Note :i) ii) Prior approval of S.F.00 21 Bd-F 19 Providing and fixing in position after hoisting. : Bd. ( Cement 6.125. hooking the bars. : Bd. lintels. binding with wires or tack welding and supporting as required complete. drawings and schedules including cutting. F.00 790.Sr.00 23 .No. Spec. No. M. 25 Page No. No.FE .C. pile caps. precast 1:2 cement mortar reinforcement Jali 50 mm thick of approved design cement mortar 1:3 and curing complete ( including 6 mm diameter mild steel bar reinforcement).TMT .17. : Bd.T. 306 -. No.00 3. fins. 19 and 20.do -. foundations. & Item Code 20 Bd-F 17 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 465.181. 20 A 20 B M.20 22 Bd-F 25a Cu. chajjas. 307 Providing and Casting in situ cement concrete M-20 of trap/granite/quartzite/gneiss metal for encasing steel stanchions as per detailed designs and drawings or as directed including centering.T. formwork.00 45.909. columns. 4. ( Excluding structural steel work in stanchion and reinforcement). Spec.00 Providing and fixing in position HYSD bar reinforcement of various diameters for R. pardis. newels.do -. beams. compacting. staircase.181.M. Deleted 48.90 bags/cu. bending. 309 and B-7. Page No.FE .00 3. No. roughening them if special finish is to be provided and curing complete. copings. arches etc.M. 20B. will be necessary for I.m.T.415 -. Steel to be used should be procured from authorised Agents of main producers for Item No. canopies. Page No.) Completed Labour 46.TMT .E. 38 Sq. footings.) Spec. as per detailed desings. M.F.C.315. 19 Page No. Spec. 310 and B-7.00 45. filling the bulb and stem with C. No. (Excluding structural steel work in stanchion and reinforcement). Bd. roughening them if special finish is to be Provided and curing complete. : Bd.20 C.00 25 Bd-F 26b Cu. Providing single under reamed piles 25 cm. 24 Bd-F 26 a Cu. roughening them if special finish is to be provided and curing complete. complete.M.26 Page No. No.170. Spec.M. F. roughening them if special finish is to be provided and curing complete. including boring under reaming in all sorts of soils. Cu. Page No. 38 Providing and casting in situ Cement concrete 1:11/2:3 of trap/granite/quartzite/gneiss metal for encasing steel beams a per detailed designs and drawings or as directed including centering.C. 310 Providing single under reamed piles 20 cm. filling the bulb & stem with c.M. & Item Code 23 Bd-F 25b Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec. diameter of M-20 C. (Excluding structural steel and steel reinforcement). No.: : As directed by Engineer in charge. No.c. : Bd.C. diameter of M.F. mix & reinforcement as per detailed drawing & specification complete. 4. No. 26 Page No. under reaming in all sorts of soils. compacting. Spec. F.M. 945.00 70. (Excluding structural steel and steel reinforcement). Deleted 26 Bd-F 38 R. Compacting.Sr.C. 309 Provided and Casting in situ Cement concrete M-20 of trap/granite/quartzite/gneiss metal for encasing steel beams as per detailed designs and drawings or as directed including centering.00 24 .M.25 Page No. formwork. Spec. to 30 cm. formwork. formwork. mix and reinforcement as per detailed specifications and drawing etc.00 830. 655. : As directed by Engineer in charge. including boring. compacting.) Completed Labour Deleted Providing and Casting in situ Cement concrete 1:11/2: 3 of trap/granite/quartzite/gneiss metal for encasing steel stanchions as per detailed designs and drawings or as directed including centering.00 27 Bd-F 39 R. 060.020. columns complete. Spec.Sr.Please refer general Note Sr.00 1. Spec. finishing the form surface with C.00 4. per Sq. 302 & B. Cu. No.00 1.8 kg.00 5. Page No. Cu.: Bd-F-6.00 355. filling the bulb & stem with C.C.to 65 mm. Spec.19 i) M-15 a) with natural sand b) with natural sand and crushed sand 50% each ii) M-20 a) with natural sand b) with natural sand and crushed sand 50% each R. compacting.M.345.m. providing weep holes as directed complete.00 1.120. 300 and BdF-8. 29 Bd-F 41 Cu. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete ( Excluding reinforcement). 7 Page No. Cu.00 30 Bd-F 44 Guniting surface such as ceiling. 5.00 25 . ___ of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary.C. formwork.: As directed by Engineer in charge.120. centering.M. Spec.: As directed by Engineer in charge. to 2. & Item Code 28 Bd-F 39 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. of concrete quantity 14. Page No.C.M.) Completed Labour 1.235.120. No.M. with cement mortar 1:3 proportion 50 mm thick under pressure of 2.5 metre C/C near the edge of each side and at center when the width is more than 75 cm to reinforcement to give a clear cover of 40 mm.00 5.No.M.M.305.1 kg. Providing and casting in situ C.C. No.M. No.00 1. diameter of M-20 C. 0.No. including necessary welded mesh of size 75 mm x 75 mm specified guage as reinforcement forms with cement floating curing and scaffolding. Sq. from all sides in R. including boring under reaming in all sorts of soils.M. mix & reinforcement as per detailed drawing & specification complete. : As directed by Engineer in charge. 31 Bd-F Cu. sides etc.120.C.00 5.00 85. 38 Note .00 Providing Double under reamed pile 25 cm to 30 cm. Providing and fixing Plastic Cover Blocks of required size at 1.00 955. including its removal after the specified period stacking. to reinforcement to give a clear cover of 15mm in RCC.75 Providing and fixing Plastic Cover Blocks of required size at 27 Nos. : As directed by Engineer in charge.00 34. Providing and erecting steel centering with contractor's material of standard steel adjustable props and standard steel truss/joints.C.No. making good damper part.C.S.75 34 Bd-F Sq. R.M. & Item Code 32 Bd-F Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. of the adequate strength properly braced for obtaining adequate rigidity to withstand all loads coming on it including permanent and temporary fixtures and fastening etc.S.c/c to each main bottom bars & to stamping at sides to give required clear cover from all sides in RCC Beams complete.) Completed Labour 5. Spec.6 mm M. beams Cu. complete for the R. M.00 0.C. of concrete quantity ` 33 Bd-F Providing and placing in position Plastic Cover Blocks of required size at 90 cm. No.S.M.C.00 8. Spec. members like beams and slab. No. bar bent to shape with hooked ends for fan hook and painting to exposed surface. in per 10 sq. bottom and top sides of 1.00 2. of concrete quantity 21. 26 . Spec.M. Cu. slab ii) For R.Sr. : As directed by Engineer in charge. its replacement before its next use with all leads and lifts (All centering materials shall be provided by the contractor) i) For R.C.: As directed by Engineer-in-charge. sheet rectangular size 180 x 100 mm with required depth with holes or notches as required.C. sheet fixed with 3.00 32.No.M.00 102.m.5 mm dia round headed screws together with 12mm dia.00 175. 98. No. centering plates for bottom of slab and steel plates for bottom of beam etc. Slab complete.00 35 Bd-F Providing and fixing fan hook box of 2mm thick M. Complete.00 390. racking out joints and watering complete. type bricks in cement mortar 1:6 in superstructure including striking joints.No. 313 Providing second class Burnt Brick masonry with conventional / I. 2.M.G. 316 Providing Burnt Brick-on-edge masonry with second class bricks of conventional type bricks in cement mortar 1:3 including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / one strips of hoop iron 25 mm x 1. 315 Providing second class Burnt Brick masonry with conventional / I. pointing with cement mortar 1:3 on exposed faces and watering Complete. No.7 Page No. Spec.1 Page No. 5 Page No. watering and scaffolding Comp.00 67. Spec.580. racking out joints and watering complete.M. Spec. type bricks in cement mortar 1:6 in plinth including bailing out water. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water. No.G. striking joints on unexposed faces.00 27 . 314 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth external walls including bailing out water. & Item Code 1 Bd-G 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 402.: Bd.G : BRICK WORK Sr. 317 Cu.700.M.S.520.2 Page No.: Bd.: Bd. No. 8 Page No. No. Spec. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm x 1.) Completed Labour 2.00 4 Bd-G 5 Cu.00 Providing second class Burnt Brick masonry with conventional/I. 2.616.6 mm placed at every third course properly bent and bonded at ends scaffolding. No.M.00 68.S.Bd . raking out joints.G. No.6 mm at every third course.00 5 Bd-G 7 Sq. racking out joints and watering Complete. Spec.00 450.S. striking joints.M. 390.: Bd. 2.00 366.M.: Bd.G.3 Page No.00 3 Bd-G 3 Cu. racking out joints on exposed faces and watering. striking joints on unexposed faces.00 372.G.00 6 Bd-G 8 Sq. 2 Bd-G 2 Cu.G.: Bd. Spec. properly bend and bonded at ends scaffolding. 313 Providing first class Burnt Brick masonry with conventional /I.S. Spec. type bricks in cement mortar 1:4 including scaffolding.00 450. Spec.880.M.00 Providing first class Burnt Brick Masonry with conventional 7 Bd-G 9 (A) / I. scaffolding.M.00 28 .898.00 585.Sr. racking out joints and watering in pillar of curved shapes as shown in the drawing or as directed complete. G. type bricks in cement mortar 1:4 including scaffolding.00 585.S.M.00 12 Bd-G Sq.M.00 Providing second class Burnt Brick masonry with conventional / I. racking out joints watering and scaffolding complete. Spec. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: Bd. No.10 (a) Page. Spec.: As directed by Engineer in charge.: Bd. racking out joints and watering etc. 408.G. 318 9 10 Bd-G 10 (B) Cu. complete. Spec.532.) Completed Labour 3.6 mm at every third course properly bend and bounded at ends.: Bd.00 486.351.00 486.063.00 Cu. 317 Providing second class Burnt Brick masonry with Bd-G 10 (A) conventional / I. Spec.300.m.: As directed by Engineer in charge and Bd-G2&5 a) for foundation & plinth b) for superstructure Cu. 9 (b) Page No. 1:3 and watering in pillars of curved shapes.m. No.00 78. Spec. type bricks in cement mortar 1:4 including scaffolding racking joints and watering in pillar of rectangular shapes as shown on the drawings or as directed complete. No. as shown on the drawing or as directed complete.S. racking out joints pointing in c. racking joints pointing in c. 2.00 13 Bd-G Providing fly ash brick masonry with conventional / IS type fly ash brick in cement mortar 1:6 including striking joints.00 585.S.M. 10 (b) Page No. No.00 3.: Bd. 318 Providing brick masonry with wire cut type brick of conventional size in cement mortar 1:6 in super structure including racking out joints.: As directed by Engineer in charge. 3. 317 Providing first class Brick masonry with conventional / 8 Bd-G 9 (B) I. Cu. 2.M. No.00 380. NEW ITEMS Cu.S.G. type bricks in cement mortar 1:4 including scaffolding.M. No.00 11 Bd-G Cu. No.M. 9 (a) Page No. 3. No. G.318. Cu. 3. No. Providing brick masonry with wire cut type brick of conventional size in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars and 6 milimeter / 2 hope iron strips 25 mm x 1. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed complete. striking joints where plastering is to be done watering and scaffolding complete. 688. bailing out water.00 5 Bd-H 5 Cu.H. No. No.670. 329 Providing uncoursed rubble masonry of trap/granite/ quartzite/gneiss stone in cement mortar 1:3 in basement with patent water proofing compound added to it at rate of 1 kg.H : STONE MASONRY Sr. striking joints on un exposed faces and watering complete. 331 Providing random rubble masonry second sort of trap/ granite/quartzite/gneiss stone in cement mortar 1:6 in plinth including bailing out water.: Bd. 1.H. 2. racking out joints when plastering is to be done striking joints where no pointing or plastering is to be done and watering complete. scaffolding racking out joints when plastering is to be done and watering complete.00 4 Bd-H 4 Cu.M.M. Spec. 331 Cu.740. 1 Page No.: Bd. No.: Bd.: Bd.00 506.00 3 Bd-H 3 Cu.M. (Excluding pointing ) complete. 2 Bd-H 2 Cu.00 520. Spec.H. No. No. & Item Code 1 Bd-H 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 1. 329 Providing uncoursed rubble masonry of trap/granite/ quartzite/gneiss stones in cement mortar 1:5 in basements including scaffolding.) Completed Labour 1.100.5 Page No. striking joints on unexposed faces.M.M.00 550.00 29 .648. Spec.4 Page No. 1. per bag of cement including bailing out water.Bd . Spec. 331 Providing uncoursed rubble masonry of trap/granite/ quartzite/gneiss stones in cement mortar 1:6 in superstructure including raking out joints when plastering is to be done / strking joints when no plastering is to be done watering scffolding complete. No.H.00 Providing uncoursed rubble masonry of trap/granite/ quartzite/gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls/in plinth of external walls including bailing out water.3 Page No.00 506.: Bd.2 Page No.H. Spec.00 506. M.M. 333 Cu. Spec. & Item Code 6 Bd-H 6 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M. 4.) Completed Labour 1. No. 4. 333 Providing coursed rubble masonry 2nd sort of trap/ granite /quartzite/ gneiss stone in C.8 Page No. Spec.: Bd.M.H. Spec. 1. Spec.054.860.: Bd. 332 Providing random rubble masonry first sort of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in superstructure including raking out joints from outside and striking joints when no pointing or plastering is to be done from inside watering and scaffolding complete.00 985.M.442.00 30 . No. striking joints inside and racking out joints from outside and watering complete.00 8 Bd-H 8 Cu.00 1. No.510. 7 Bd-H 7 Cu.00 610.00 11 Bd-H 13 Cu. 4.00 600.800.11 Page No.990. 332 Providing coursed rubble masonry 2nd sort of trap/ granite/ quartzite/ gneiss stones in C.: Bd.12 Page No. 332 Providing random rubble masonry 1 st sort of trap/ granite/ quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water.: Bd. 1:6 in superstructure including racking out joints when plastering is to be done and striking joints when no plastering is to be done on the inside.: Bd. No. No.13 Page No.00 Providing random rubble masonry 2nd sort of trap/ granite/quartzite/gneiss stones in cement mortar 1:6 in superstructure racking out joints when plastering is to be done/striking joints when no pointing or plastering is to be done on the inside watering scaffolding complete.M.H.H. 1:6 in external walls of plinth including. No.H. Spec. 1. Spec.7 Page No.00 10 Bd-H 12 Cu. watering scaffolding complete.00 9 Bd-H 11 Cu.H.00 860. bailing out water. No.Sr.M.M. racking out joints when pointing is to be done and striking joints from in side including watering complete.660.00 560. 333 Providing coursed rubble masonry 1st sort of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in external work in plinth including bailing out water striking joints inside and watering complete.: Bd.H.6 Page No. 00 15 Bd-H 28 Cu. 339 Providing coursed rubble masonry 1st sort for pillars of trap/granite/quartzite gneiss stones in cement mortar 1:6 including pointing with cement mortar 1:3 scaffolding and watering complete.) Completed Labour 4. No.188. 28 Page No. H. & Item Code 12 Bd-H 14 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M. Spec.H.00 Provding coursed rubble masonry 1 st sort of trap/ granite/ quartzite/ gneiss stones in C. Spec.: Bd.Sr.740. No.H.: Bd. 13 Bd-H 22 Cu. 338 Providing uncoursed rubble masonary backing of trap/ granite/ quartzite/ gneiss stones in C. striking joints on the unexposed faces and watering complete.M. 1.M.: Bd. striking joints and watering complete.00 470.M.770.750. 337 Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done watering and scaffolding complete. No.: Bd. No. 1:6 in composite masonry in plinth including dewatering. No.00 14 Bd-H 23 Cu.14 Page No. 1:6 in composite masonry in superstructure including racking out joints for plastering watering and scaffolding complete.665.M.00 1. watering and scaffolding complete.00 31 .M.00 1.545.: Bd. No. Spec. Spec.188. 1:6 in superstructure including racking out joints on the inside when plastering is to be done.23 Page No. 337 Providing uncoursed rubble masonry backing of trap/ granite/ quartzite/ gneiss stones in C. Spec.780.M.00 510. 1.40 Page No.00 450. 1.: Bd. H.M.H. 29 Page No. Spec. H 22 Page No. No.M.00 506.00 17 Bd-H 40 Cu. 4.00 16 Bd-H 29 Cu. 333 Providing laterite stone masonry in cement mortar 1:6 in foundations and plinth including bailing out water. 1. 345 Cu. S. Standard C. hollow block 100 x 200 x 400 mm in C.M. etc. I . Sq. 1974.00 165. 1:6 proportion for superstructure including curing scaffolding and cement pointing from outside etc. curing and scaffolding etc.Bd . I. 1:6 for super structure including striking joins on unexposed faces racking out joints on exposed faces.1 Page No.C.00 33 . complete.M.S.1 Page No.M. Part-1. hollow block 200 x 200 x 400 mm in C. Spec. 349 Providing and constructing masonry in precast solid concrete Block ( Grade D-50 As per I. Spec. Reframed 1987) having compresive strength 5-00 N/mm2) of size ( 300 x 200 x 150 mm) in C. watering.00 180.M.I : CEMENT CONCRETE BLOCK MASONARY Sr.: Bd. No.C.00 3 Bd-I 3 Cu. No.: Bd. & Item Code 1 Bd-I 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.S. 2. 2185. 349 Providing and laying masonry of I. 2 Bd-I 2 Sq. No. 1:6 proportion for superstructure including curing scaffolding and cement painting from outside.M. : As directed by Engineer in charge. standard C.00 Providing and laying masonry of I. Spec.00 100.) Completed Labour 295.150. 400.M. No.M.J.00 79.J : WATER PROOFING Sr. No. Note . lift etc.00 4 Bd-J 6 Lit.00 9. Spec. complete.00 170. No.30 35 .00 80.: Bd.M. 355 Providing and applying Bitumen layer at 2 Kg. 412. 77.5 and water proofing compound at 2 Kg/bag of cement mixed in 35 litres of water including drilling holes in required position grouting with above mixed solution and ceiling etc. Providing & laying water proof treatment of terrace slab with B. complete.Generally to be used for inaccessible terrace. formwork etc.: As directed by Engineer in charge.: Bd.00 3 Bd-J 3 Sq.M.3 Page No. per square metre over the terrace. Spec. 2 Bd-J 2A Sq. structural slab including cleaning the surface for waterproofing as directed complete. 356 Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W. bath. 1:3 including using 1 Kg of water proof compound per bag of cement including levelling curing etc. 16.00 6 Bd-J 10 Sq.2 Page No.00 18. Removing the tar or coba and disposing of the material as directed etc. Spec. Spec.:Bd.. with cement sand proportion of 1:1. No.M.M. 220. No.J.00 Sq. Rate for 2010-2011 ( In Rs.J.30 7.Bd .2 Page No. 355 Providing and laying damproof course 50mm. Spec. complete.M.45 6.00 5 Bd-J 7 Sq.: As directed by Engineer in charge. & Item Code 1 Bd-J 2 Unit DESCRIPTION OF ITEMS Providing and laying damproof course 50 mm thick in (1:2:4) cement concrete layer and bitumen / using cement with waterproofing compound curing. No.B. Coba in all position with an average thickness of 112 mm consisting specialised materials as per the manufactures specifications and covering 10 years guarantee on court fee stamp paper including all lead.No. Spec.C.) Completed Labour 187.M.: As directed by Engineer in charge. 315. complete.00 7 Bd-J 17 Sq.: As directed by Engineer in charge. No. thick of Shahabad Stone and bitumen including curing complete. Providing water proof bedding for flooring of Bath and WC 25 mm thick in C. 7. complete. Spec. complete.Sr.M.00 36 . 450. No.J. Fixit or alike of chemicals for masonary and concrete surface by brush covering 7 years guarantee on Stamp Papers etc.: Bd. No. and as directed by Engineer in charge Sq.00 228.) Completed Labour NEW ITEM 8 Bd-J Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm/kg with two coat (using Dr. Spec. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. finishing etc. hold fast.875. : Bd. complete as directed Spec. Complete. framed structure ( interior column) with plain premoulded filler 25 mm thick including fixing T. fixing lead. 2 Bd-K 1B Sq. battens on internal face and finishing etc. Spec.00 400.M.740.00 178.) Completed Labour 2.C.W. complete as directed.C.: Bd.C. bituminous poured filler.: Bd K 1 B Providing expansion joints in R.C.385.M. fixing T. 359 Providing expansion joints in R.: Bd.1 B Sq.359 Providing expansion joints in R.Bd .: Bd.K.W. battens on internal face finishing etc.00 178. 359 NEW ITEMS Sq.K.00 37 .M. hold fast.W. battens on rear faces etc.00 6 Bd-K Sq. 2.00 Providing expansion joints in R. 3.410.00 5 Bd-K Providing expansion joints in reinforced cement concrete framed structure (interior columns) with plain premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate. Spec No. & Item Code 1 Bd-K 1A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.C.00 202.M.C.M.00 120.M.1 Page No. flashing on upper side and T. 2. No. No.K : EXPANSION JOINTS Sr. fixing T. hold fast. No. No. 1 Page No. 2.C.K. Spec. fixing T.W.770. Complete. No. 2. 359 Providing expansion joints in R.00 3 Bd-K 1C Sq. framed structure (Exterior columns) with plain premoulded filler 25 mm thick and 3 mm thick alluminium plate.00 4 Bd-K 1D Sq. framed structure (at floor level) with premoulded filler 25 mm thick and 3 mm thick alluminium plate as required. battens on internal face. No.1 Page No. Spec.1 Page No.C.: Bd.C. battens on both faces and finishing as directed etc. Spec. framed structure (at terrace level) with premoulded filler 25mm thick and 3 mm thick alluminium plate as required.C. bitumen poured filler and fixing T. framed structure ( exterior column) with plain premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate.K.W.00 202. complete as directed.W. battens on inner face finishing etc. Complete as directed.010.K. 00 202.1 C Sq. bitumen poured filler and fixing T.945. hold fast.C.00 38 .C. & Item Code 7 Bd-K Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 Providing expansion joints in R. fixing T. 8 Bd-K Sq. Spec.C. Bd.M.) Completed Labour 3. 1 C Providing expansion joints in R. complete as directed. Spec. Complete.C. framed structure (at floor level) with plain premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate. battens on inner faces etc.W. 3. battens of internal face and finishing etc.00 202.920.K. No.Sr. No.K.M. framed structure (at terrace level) with premoulded filler 25 mm thick and 40 mm wide and 1 mm thick stainless steel plate as required.W. : Bd. No. to concrete brick surface.: Bd.M. & Item Code 1 Bd-L 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 39.Bd . Spec. No. 368 Sq. to stone masonry surfaces. thick in a single coats in cement mortar 1:3 without neeru finish. in all positions including scaffolding and curing complete. 368 Providing internal cement plaster 20 mm. No.00 35.00 8 Bd-L 4A Sq.2 Page No. 90. 368 Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish.L.M.00 39. 368 Providing internal cement plaster 20 mm. Spec. in all positions including scaffolding and curing complete.M.L.: Bd. Deleted 7 Bd-L 4 Sq. to concrete. 367 Providing internal cement plaster 12 mm thick in a single coats in cement mortar 1:5 without neeru finish to concrete or brick surfaces. in all positions including scaffolding and curing complete. No.M. 84. No. No. Spec.M.368 Providing internal cement plaster 12 mm thick in single coats in cement mortar 1:3 without neeru finish to concrete or brick surfaces.00 4 Bd-L 2A Sq.L.4 Page No. No.: Bd. thick in two coats in cement mortar 1:5 without neeru finish.00 3 Bd-L 2 Sq.00 39 . brick surface. No. 64.00 6 Bd-L 3 Sq.00 39.L : PLASTERING AND POINTING Sr.: Bd. Spec.:Bd. 103.2 Page No. 367 Providing internal cement plaster 6 mm thick in a single coats in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing complete.M. Spec.M. 140. in all positions including scaffolding and curing complete.L.: Bd. 368 Providing internal cement plaster 12 mm thick in a single coats in cement mortar 1:4 without neeru finish to concrete or brick surfaces.L.L.1Page No. 1 Page No.L. No.00 35.: Bd. in all positions including scaffolding and curing complete. 145.M.00 58. Spec.) Completed Labour 57.3 Page No. Spec.L.4 Page No. Spec.00 5 Bd-L 2B Sq. in all positions including scaffolding and curing complete.00 58. No. 2 Bd-L 1A Sq.: Bd.2 Page No.00 Providing internal cement plaster 6 mm thick in a single coats in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing complete. 9 Page No. (Excluding ceiling) Spec. 16. 247.00 13 Bd-L 9 Sq. 236. per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 mm thick in C.5 Page No.M.15 12. 1:4 finishing the surface by taking out grains and curing for fourteen days.00 14 Bd-L 10 Sq.M. No.: Bd.00 12 Bd-L 8 Sq.00 11 Bd-L 7 Sq. complete.M. No.Sr.M.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:11/2:3 using colour pigment including scaffolding and fourteen days curing etc. brick surface. 369 Providing rough cast cement plaster externally in two coats to concrete.: Bd. 221. No.4 Page No.00 108. to concrete. 370 Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/brick/stone masonry surfaces in all positions with base coat 12 to 15 mm thick in C. 368 Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 mm thick in C. 10 Bd-L 5 Sq. No. brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C. & Item Code 9 Bd-L 4B Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. No. Spec.L.00 40 .00 58.M. Spec.: Bd.M. Spec.M. 10 Page No.L.M. 176.L.) Completed Labour 158.: Bd.8 Page No. Spec. in all positions including scaffolding and curing complete. 1:4 using waterproofing compound at 1 Kg. brick or stone surfaces.L.7 Page No. 368 Providing internal cement plaster 25 mm thick in two coats in cement mortar 1:4 without neeru finish.00 92.: Bd.00 76. thick in two coats in cement mortar 1:3 without neeru finish.M. 1:4 and rough cast treatment 12 mm thick in portion 1:1 1/ 2:3 including scaffolding and fourteen days curing complete. to concrete. in positions including scaffolding and curing complete. 370 Providing neeru finish to plastered surfaces in a all positions including scaffolding and curing complete. No.00 Providing internal cement plaster 20 mm.L.L. completed.00 92. 370 Sq.: Bd. Spec. No. scaffolding etc. M.m 53. No. No.00 24 Bd-L RM. 56.00 17.00 28.00 12. complete.00 14.00 18 Bd-L 16 Sq. No.M. Spec. 62.00 27.: As directed by Engineer in charge. complete. No.00 30.M.5 mm thick over green plaster surface including scaffolding curing etc. 49.00 41 .00 22 Bd-L 20 Sq.00 33. Spec.15 Page No.: Bd. 1:3 line and level including neet finishing scaffolding curing etc.Bd.L. Spec.m. 13. 372 Providing tuck pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. No.: Bd. R. & Item Code 15 Bd-L 10A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 Sq. Sq. R. and spaced at a distance of 45 c. Spec.L. Labour charges for providing groove in external plaster having width of 2.00 Providing neeru finish to plastered surfaces for ceiling. 370 Sq. 10. a) 75 mm b) 100 mm c) 150 mm Spec.M.m. No.: Bd. 373 Providing vee pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. No.00 23 Bd-L R. No. 17 Page No.M.M. 373 Providing fine cement finish 1. 50.Sr.16 Page No.25 13. Page No. L. 60. complete. Including scaffolding curing complete. Providing flush grooved pointing with cement mortar 16 Bd-L 15 A 1:3 for brick work including scaffolding and curing complete. No.:Bd. 373 Providing flush pointing with cement mortar 1:3 for stone masonary including scaffolding and curing complete.M.: Bd. Providing patti on plastered surface 12 mm to 15 mm thick in c.00 18. Spec.15 Page No.00 21 Bd-L 19 Sq. 372 17 Bd-L 15B Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing complete.: As directed by Engineer in charge.19.L.: As directed by Engineer in charge.m.: Bd. 373 Providing weathered pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. Spec. No.00 33. Spec.M. Spec.L. etc. Spec.M. L.00 12.5 c.00 9.00 20 Bd-L 18 Sq.) Completed Labour 17.00 19 Bd-L 17 Sq.M. 18 Page No. 12. 31. Page No. No.00 20.00 26.L. 42. No. complete. Sq. 26 Bd-L Sq. Note : Item No. Providing and applying plaster with plaster of paris in 6 mm thickness to previously plaster surface in all position including preparing the surface scaffolding etc. applying the mortar with steel foat on the surface in proper evenness applying at coat of white cement and lime to set a smooth finish the applying a coat of white cement and lime to get a smooth finish then applying a thin coat of slurry made of white cement and black oxide colour in required proportion by the steel float to get black streaks on the surface and curing the surface for two days including all materials and labour etc.: As directed by Engineer in charge.00 22. Providing and applying laying Aggregate plaster in granite/ marble stones. Spec. roughening for wall keying hardening and drying the surface for a minimum five days gaps including second coat of cement lime mortar into a proportion 1:4 preparing the surface for three coat of marble finish plaster giving a thin coat of white cement of slurry mixing one part of white cement and two parts of course calcite powder.) Completed Labour 38.00 27 Bd-L Sq. No.00 Providing and fixing chicken mesh jali (24 gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leads and lifts etc.: As directed by Engineer in charge.M.M. Spec.00 5. No.27 & 28 required preapproval of Superintending Engineer before executing of this items. No.00 160.00 92. Providing and applying spray plaster made with finally graded marble and quartz in 2 mm thickness in two coats using putty knife or trowel to newly plaster fairly even surface after minimum 30 days gap in all position including finishing the surface using zero number sand paper or fine emry paper gently level the area by moving paper in round circles removing the dust and clean the surface with dry cloth and scaffolding including all materials and labour etc.Sr.00 42 .M. evenly by racking of joints in case of Brick or block work including backing layer of 12 milimeter thick with cement mortar 1:3 with 2% integral cement water proofing compound. complete. brick or block surfaces in all position including preparation of surface smoothly.00 28 Bd-L Sq. complete.M. 760. Spec. & Item Code 25 Bd-L Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 135. Spec. No.: As directed by Engineer in charge. as decorative finish to give granite/ marble like appearance to concrete. complete.: As directed by Engineer in charge. 00 5 Bd-M 3A Sq. Spec.M.00 Providing and laying rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in Plain/diamond pattern on a bed of 1:6 C. No. No.: Bd. complete. No.00 43 . 350.3 Page No. complete.00 84. including cement float. & Item Code 1 Bd-M 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M 1 Page No.00 3 Bd-M 1B Sq.M 1 Page No.: Bd.M. Spec.00 78.M.00 4 Bd-M 3 Sq. 400. striking joints.: Bd. 425. filling joints with neat cement slurry.M.M.M. pointing in cement mortar 1:3 curing and cleaning etc. polishing and cleaning complete. 3 Page No. filling. striking joints.M. 379 Providing and laying polished Shahabad Stone Flooring 25 mm to 30 mm thick and of required width wide in Plain/diamond pattern on a bed of 1:6 C.M. 379 Providing and laying Rough Shahabad Stone Flooring 40mm to 45 mm thick & of required width in Plain/diamond pattern on a bed of 1:6 C. 380 Providing and laying polished Tandur Stone Flooring 25 mm to 30 mm thick required width in Plain/diamond pattern on a bed of 1:6 C. 380 Sq.M : PAVING. FLOORING AND DADO Sr. pointing in cement mortar 1:3 curing and cleaning etc.Bd . No.) Completed Labour 320. Spec. Spec. pointing in cement mortar 1:3 curing and cleaning etc. No.M.00 78.M. joints.M.00 80. including cement float.: Bd. Spec.M 1 Page No. including cement float. including cement float.M. No. complete. 379 Providing and laying rough Shahabad Stone Florring 50 mm to 60 mm thick and of required width in Plain / diamond pattern on a bed of 1:6 C. 2 Bd-M 1A Sq.00 78. including cement floar. striking joints. 375. curing.: Bd. complete. with neat cement slurry. curing polishing and cleaning. 7 Bd-M 4 Sq.6 Page No.: Bd.00 9 Bd-M 5B Providing and fixing in required positions. 440. filling joints. curring. 381 Providing and laying cement concrete flooring 40 mm thick with 1:11/2 :3 cement concrete laid to proper level and slope in alternate bays. filling joints. No.M. curing. No.M. Spec.: Bd. 381 Sq. No. Deleted 10 Bd-M 6 Sq.00 99.M. 380 Providing and laying polished Shahabad Stone Flooring 25 mm to 30 mm thick and required width in Plain/diamond pattern with black polished caddappa stone slab for border or any other design on a bed of 1:6 Cement mortar or 1:11 /2 lime mortar including cement float.M.00 82. No. Spec.00 80.M.00 44 . Spec. 380 Sq. Spec.M. polishing and cleaning complete. No.4 Page No. filling joints with neat cement slurry. 185.: Bd.Sr. polishing and cleaning complete. 380 Providing and laying polished Tandur Stone Flooring 25 mm to 30 mm thick and required width in Plain / diamond pattern with black polished caddappa stone slab for border or any other design on a bed of 1:6 C. polishing and cleaning complete.5 Page No. rubbing.4 Page No. Spec.00 Providing and laying polished Kotah Stone Flooring 25mm to 30mm thick in required width in Plain/diamond pattern on a bed of 1:6 Cement mortar including cement float. finishing smooth ( with extra cement ) in any colour as directed and Curing complete. curing. No.00 80. marking lines to give appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc.M.: Bd. skirting or dado of polished Kotah stone slabs 12 mm thick and required width on 1:2 lime plaster / 1:4 Cement plaster including cement float. & Item Code 6 Bd-M 3B Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M.M. or (1:11/2) lime mortar including cement float.M.M. curring. including compaction. polishing and cleaning complete.3 Page No.00 8 Bd-M 4A Sq. with cement slurry. filling joints with neat cement slurry. 415.) Completed Labour 660. filling joints with neat cement slurry.: Bd. 6 Page No. Spec.00 175. No. including neat cement float.) Completed Labour 215. 12 Bd-M 7 Sq.00 85. ( Excluding all specials required like round edge tiles. 650.M.5 mm in size and 5 mm thick for flooring in required position laid on bed of 1:6 C. No.00 175.M.) Excluding all special required like round edges tiles corner cups.12 Page No.00 13 Bd-M 7A Sq.5 mm x 148.00 82. No.00 15 Bd-M 12A Sq. curing & cleaning complete.00 14 Bd-M 12 Sq.00 85.M.: Bd. : Bd.M. Spec. marking lines to give appaerance of tiles. finishing smooth ( with extra cement) in any colour as directed and Curing complete. 180.385 Sq. filling joints.M.6 C..: Bd.M.M. 383 Providing and laying cement concrete 50 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays including compaction filling joints. 198. corner cups etc. of 30cm x 30cm or other size laid diagonally / square etc. finishing smooth ( with extra cement) in any colour as directed and Curing complete. marking lines to give appearance of tiles of 30cm x 30cm or other size laid diagonally / square etc. No.7 Page No.5 mm in size and 5 mm thick for flooring in required position laid on bed of 1:1 lime mortar or 1. No.: Bd.) Spec. including compaction. No. 385 Providing and laying Coloured glazed tiles 148.12 Page No. 381 Providing and laying cement concrete flooring 40 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays. 612.7 Page No. filling joints.M.M.5mm x 148.M.00 Providing and laying cement concrete flooring 50 mm thick with 1:11/2 :3 cement concrete laid to proper level & slope in alternate bays including compaction.) filling joints with neat white cement slurey curing and cleaning complete.00 45 . 383 Providing and laying white glazed tiles of 148./(1:1 lime mortar) including neat cement float. : Bd.Sr. finishing smooth ( with extra cement) in any colour as directed and Curing complete. filling joints with neat white cement slurry. & Item Code 11 Bd-M 6A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec.M. marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally / square etc. Spec.M. 14 Page No. No. 13 Page No.: Bd. 13 Page No. corner cups etc. cups etc.00 200. No. No. curing polishing and rubbing complete. cups etc.M.5 Bd-M 13 A mm in size and about 5 mm thick for dado and skirting in required position on plaster of 1:4 cement mortar excluding all specials required like round corner tiles.M. 386 Providing and laying white cement base marble mosaic tiles 25cm x 25cm of approved colour and pattern with white and coloured marble chips upmaximum size 6 mm for flooring in required position set on a bed of 1:6 cement mortar 1:11/2 lime mortar including neat cement float. Spec.: Bd. Spec. 386 Sq.: Bd.5 mm x 148. 13 Page No. 17 Bd-M 13 Sq. filling joints with white cement slurry complete. M 12 Page No. Spec.: Bd. filling joints with neat coloured cement slurry. Spec.: Bd. curing and cleaning complete. ) filling joints with neat white cement slurey curing and cleaning complete.00 Sq.M. ( Excluding all specials required like round edge tiles. 625.M.M. M.Sr. including neat cement float. Deleted 20 Bd-M 14A Sq. Deleted 46 .00 18 Providing and fixing colour glazed tiles 148. No.5 mm x 148. angles.) Completed Labour Deleted Providing and laying colour / white galzed tiles 200 mm x 300 mm in size and about 5 mm thick for flooring in required position laid on bed of 1:1 lime mortar or 1:6 C. 640.M. Spec. cups etc.M. filling joints with white cement slurry. 386 Sq. filling joints with white cement slurry. No. No. & Item Code 16 Bd-M 12A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. angles.00 200.5 mm in size and about 5 mm thick for dado and skirting in required positions on plaster of 1:4 cement mortar excluding all specials required like round corner tiles. curing and cleaning complete. 386 19 Bd-M Providing and fixing colour glazed tiles 200 mm x 300 mm in size and about 5 mm thick for dado and skirting in required positions on plaster of 1:4 cement mortar excluding all specials required like round corner tiles. angles. 385 Providing and fixing white glazed tiles 148. curing machine. compacting. 22 Page No.) Completed Labour Deleted Providing and fixing white cement base marble mosaic tiles 25 cm x 25cm of approved colour and pattern with white & coloured marble chips upto a maximum size of 6mm / 12mm/ 20mm for dado and skirting in required position set on bed of 1:4 cement plaster including neat cement float filling joints with neat cement slurry. 15 Page No. filling joints with neat cement slurry. Providing and laying in required positions flooring of broken China mosaic ( broken pieces of china ) of approved coloured and pattern on a bedding of 20mm thick 1:1 lime mortar / 1:4 cement mortar with water proofing compound including neat cement float. 389. set in a bed of 20 mm.00 160. curing polishing and cleaning complete. aluminimum strips to form panels levelling. 390 Sq. curing and finishing complete. giving proper slopes. No. No. No.21 Page No. Spec. No.M Deleted 25 Bd-M 22 Sq. Spec.M Deleted 23 Bd-M 20 Sq. 387 Providing and laying in situ marble mosaic of 10 mm thickness with white and coloured marble chips upto maximum size of 6mm in white coloured cement in suitable panels for flooring including 30 mm thick under layer of 1:2:4 cement concrete/Indian patent stone. polishing and rubbing complete. & Item Code 21 Bd-M 15A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. M. M. compaction. No.: Bd. Spec. polishing and cleaning Complete. No.00 47 . compaction . curing. Spec. Bd.M.: Bd. giving proper slopes. Spec.M.Sr.18 Page No. 387 Providing and laying in required positions flooring of tukada mosaic (broken mosaic tile pieces) of approved colour and pattern. with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float. 390 Providing and laying polished machine cut shahabad Stone slabs 20 to 25 mm thick for treads and risers of steps and staircases. 1:1 lime mortar / 1:4 cement mortar with water proofing compound including neat cement / coloured cement float. : Bd.20 Page No. curing and finishing complete.M 22 Bd-M 18 Sq. 490.: Bd.M Deleted 24 Bd-M 21 Sq. 391 Providing sills of polished Shahabad stone 25 mm to 30 mm thick. filling joints with neat cement slurry.: Bd. filling joints with neat cement slurry. Deleted 48 . polishing and cleaning complete. 22 Page No. curing polishing and cleaning complete. filling joints with neat coloured cement slurry to match the colour of tile.M.: Bd. No. M. curing and machine polishing. M. curing.Sr. curing polishing and cleaning complete. 391 Sq. Spec. 390 Providing and laying marble mosaic tiles of approved colour and pattern with white and coloured marble chips upto the maximum size of 6 mm / 12 mm / 20 mm for treads and risers of steps and staircases with nosing for the treads moulded as per drawings or as directed. on a bed of 1:4 cement mortar including cement float. Spec.: Bd. polishing and cleaning complete. 390 Providing and laying polished machine cut Kotah Stone slabs 20 mm to 25 mm thick for treads and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float. No.M. Spec. filling joints with slurry. 22 Page No.M.M.00 165.25 Page No. filling joints. No. & Item Code 26 Bd-M 22A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 28 Bd-M 22C Sq. 27 Bd-M 22B Sq.M. M. on a bed of 1:4 cement mortar including neat cement float. No. 390 Providing and laying polished Shahabad Stone slabs 40 mm to 50 mm thick for treads and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float.22 Page No. Deleted 30 Bd-M 29 Sq. polishing and cleaning complete. curing. with neat cement slurry.29 Page No.: Bd. Spec. No.) Completed Labour 520. cleaning complete. Deleted 29 Bd-M 25 Sq. 710. No.: Bd.M. curing.M.00 Providing and laying polished machine cut Tandur Stone slabs 20 mm to 25 mm thick for treads and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float.00 160. Spec. Neat coloured cement slurry. No. and cleaning complete.Sr.: Bd. polishing & cleaning complete. 32 Bd-M 29B Sq.: Bd.M.M.33 (a) Page No. Spec.: Bd. curing. Spec. Spec.M. curing. No.33 (a) Page No.00 34 Bd-M 33A Sq.M. filling joints with slurry. filling joints with slurry. No.M.00 103. Spec. No.00 100. on a bed of 1:4 cement mortar including cement float. 381 Providing sills of polished Kotah stone 25 mm to 30 mm thick. curing polishing. on a bed of 1:4 cement mortar including cement float.29 Page No.M.29 Page No. and cleaning complete. Deleted 35 Bd-M 33A Sq. 635. on a bed of 1:4 cement mortar including cement float. filling joints with slurry. 391 Providing and laying 35 mm thick precast polished chequred cement tiles for treads of size 20cm x 30 cm and 20 mm thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar. curing polishing. No.29 Page No. in required positions including cement float filling joints with neat cement slurry. Spec.: Bd. curing polishing. 391 Providing sills of polished Kadappa stone 25 mm to 30 mm thick. No.00 33 Bd-M 29C Sq. 392 Providing and laying 25 mm thick precast polished chequred cement tiles for treads of size 20cm x 30 cm and 20 mm thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar.M. in required positions including cement float filling joints with neat cement slurry. 392 Sq.M.: Bd. polishing & cleaning complete.) Completed Labour Deleted Providing sills of polished Tandur stone 25 mm to 30 mm thick.M. & Item Code 31 Bd-M 29A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 480.M. Deleted 49 . and cleaning complete. M. 37 Bd-M 33B Sq. 392 Providing and laying 25 mm thick precast polished chequred coloured cement tiles and pattern for treads of size 20cm x 30 cm and 20 mm thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar in required position including neat cement float.M. : Bd. Spec.M. Deleted 40 Bd-M 34A Sq. Deleted 38 Bd-M 33C Sq. Spec. No.M. filling joints with neat cement slurry mixed with approved shades of pigment to match the colour of the tiles and polishing complete. No.M. Deleted 39 Bd-M 34 Sq. 393 Sq.34 Page No. 392 Providing and laying polished chequered marble mosaic tiles of 20 to 25 mm thick and 20 cm x 30 cm size approved colour and pattern with white and Coloured chips upto the maximum size of 6mm / 12mm/ 20mm for flooring and treads.situ Indian patent stone flooring and treads. filling joints with neat cement slurry mixed with approved shades of pigment to match the colour of the tiles. 393 Extra Labour for providing chequers of approved pattern in cast-in-situ Marble mosaic flooring and treads.M.M.33 (b) Page No. Spec.No.: Bd. in required positions set in a bed of 1:1 lime mortar / 1:4 cement mortar including neat cement float.M.Sr.M.: Bd.No. : Bd. & Item Code 36 Bd-M 33B Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour Deleted Providing and laying 35 mm thick precast polished chequred coloured cement tiles and pattern for treads of size 20cm x 30 cm and 20 mm thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar in required position including neat cement float. Spec.: Bd.in . curing and polishing complete.M.34 Page No. Deleted 50 . curing. Spec. filling the joints with neat Coloured cement slurry. No.33 (b) Page No. No. 33 (c) Page No. polishing and rubbing complete. 392 Extra Labour for providing chequers of approved pattern in cast . 393 Providing 15 cm thick murum flooring including watering.M. 29 Page No. No. filling joint with white/colour cement slurry cleaning curing complete. Spec. Deleted 44 Bd-M 43 Sq. Spec. 385 Sq.M. M.M. Bd.12 Page No. including cutting holes of required size in the appropriate places to receive pipes etc.00 105.00 45 Bd-M 44 Sq.M. fixing in cement mortar 1:3 curing and cleaning complete. 391 Providing and laying ceramic tiles of approved quality 30cm x 30cm x 8mm for flooring in required position laid on a bed of 1:4 cement mortar including cement float.Sr.M.00 195. No. 650. 385 Sq.M. No. quality and colour for urinals.M. Spec. Spec. Bd. 394 Providing and fixing black kadappa stone shelves. complete. Bd.35 Page No. 36 Page No. finishing smooth and applying two coats of cowdung wash complete. Deleted 43 Bd-M 36 Sq. 393 Providing 30 mm thick partitions of polished Black Kadappa Stone slab of approved shapes.) Completed Labour Deleted Providing 25 to 30 mm thick partitions of polished Tandur Stone slabs of approved shapes.00 46 Providing and laying ceramic tiles of approved quality Bd-M 44 A 20cm x 20cm x 8 mm for flooring in required position laid on a bed of 1:4 cement mortar including cement float. No. extending the polish upto 20 cm width on lower side rounding corners. Deleted 51 .M. 12 Page No. ramming. & Item Code 41 Bd-M 35 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. laying in position jointing with cement mortar bedding cement mortar 1:4 proportion curing etc. 42 Bd-M 35B Sq. No.M. Spec. Bd. 25 mm thick machine polished. :Bd. filling joint with white/colour cement slurry cleaning curing complete. M. Bd.35 Page No. quality and colour for urinals. including cutting holes of required size in the appropriate places to receive pipes etc. 500. fixing in cement mortar 1:3 curing and cleaning complete. No. Spec. M. 48 Bd-M 45A Providing and fixing ceramic tiles of approved quality 20cm x 20cm x 5 mm for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry cleaning curing complete. Bd.S. flat brick bedding./ conventional type burnt bricks in cement mortar 1:4 including sand cushion. No. Deleted 51 Bd-M Sq.M. 40 Page No.00 Providing and laying ceramic tiles of approved quality 30cm x 30cm x 5 mm for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry cleaning curing complete. 396 Sq. complete. 300. Deleted 52 .M.00 195. No. 12 Page No. Spec.: Bd.mt. No./Sq. Spec.Sr.M.M. pointing with cement mortar .00 50 Bd-M Providing & fixing heavy duty inter duty inter locked concrete paving block of 60 mm thickness of having a strength of 300 kg. of approved quality and shape on a bed of 1:6 cement mortar including cement float striking joints curing and cleaning etc. 385 Sq. No.: As directed by Engineer in Charge. Spec. 386 Providing brick-on-edge paving with 1st/IInd class I. No. Providing & fixing ceramic tiles ( laser cut) of approved quality 30 cm x 30 cm x 8 mm for floring in required position laid on a bed of 1:4 cement mortar including cement float. : Bd.M.M. No. 13 Page No. 386 Sq.: Bd.) Completed Labour 690. 13 Page No.00 90. Spec.M. M. Spec. Deleted 49 Bd-M 49 Sq.1:3 and curing complete. filling joint with white colour cement slurrey cleaning curing complete. & Item Code 47 Bd-M 45 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. complete. curing and cleaning etc. a) b) Flooring For dado and skirting Sq. cleaning.00 50. 53 Bd-M Sq.M. shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float. curing etc. complete. cleaning.M. 386 Providing and fixing jointless ceramic tiles of approved quality 600 mm x 600 mm x 7 mm for flooring in required position laid on a bed of 1:4 cement mortar including cemend float.: Bd. filling joints with cement slurry. filing joint with / white / colour cement slurry cleaning curing etc.M. 388 Providing mirror polishing to Kota stone including using all necessary stones and equipments.M. Note . 465.00 56 Bd-M Sq. Deleted 54 Bd-M Sq. etc.: As directed by Engineer-in-charge. 315. No. Deleted Deleted 53 .Sr.00 55 Bd-M Providng and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4 mm wide and 20 mm deep with neessary refilling with bitumen etc.00 32. Sq. Providing and laying rectified and vitrified mirror finish decorative type tiles of any size of approved make.M. No. Spec. & Item Code 52 Bd-M Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 13 Page No.00 10. a) Flooring b) Skirting Spec. No. complete. complete.50 45.m.M. No. 13 Page No.) Completed Labour Deleted Providing and fixing ceramic tiles (laser cut) of approved quality 395 mm x 395 mm x 7 mm for dado and skirting in required position with readymade adhesive mortar of approved quality on a plaster of 1:2 cement mortar including joint cement with white / colour cement slurry.: Bd. complete.M. washing. Rmt.Prior approval of Superintending Engineer will be necessary to execute this item. Sq. Spec. Sq. No.M.M. fixing in cement mortar 1:3 curing and cement complete A) One side polish B) Both sides polish Spec. No. 3.00 2.00 160.00 99.: Bd.00 245. Sq.005. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 230.: Bd. No. 35 B/P No.00 230. 3 B Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. 393 Providing and laying in position flooring of telephone black granite stone of approved shade and size 18mm to 20mm thick on bed 1:6 cement mortar including cement floots skirting joints. complete. complete. complete.M.m.00 175.00 60 Bd-M Sq.M.35 B a) Both side polish b) One side polish Providing and preparing kitchen otta made up from 30 mm thick and 75 cm. c/c of 25mm thick both side polished kadappa middle shelf and bottom of 20 mm thick one side polished kadappa with facia patti of 20 x 50mm kadappa including all material labour cutting fixing with cement mortar and araldite curing polished and cleaning etc. Spec. 3.050. pointing in C. No.00 725.00 2.M. M.00 230. No.00 61 Bd-M 54 .M.00 58 Bd-M Sq. wide one side polished kadappa top 75cm high vertical support for kadappa at 1 m.: Bd. complete.) Completed Labour NEW ITEMS 57 Bd-M Providing 25 mm to 30mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. 615. Spec.950. 2.M.Sr.M.060. No. 1:3 curing and cleaning etc.m.M. (Excluding polishing) Spec.: Bd.M.: Bd.00 59 Bd-M Sq.42-35 C Sq.975. Sq. Spec.22 B Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite stone partition with rounding the edges etc. 00 1. Sq.875. 880. Note: (Water absorption should not be more than 0.00 65 Bd-M Sq. Note: (Water absorption should not be more than 0.00 120. M. Sq.Sr.M.M.125.05%) Spec. No.50 Providing and fixing 1.: Bd.650. curing and cleaning etc. 12 Page No. filling joints. No.00 1. 1.: Bd.5mm thick polyvenyle venyl chloride flooring including levelling the base with white cement including pasting with appropriate material cleaning the surface etc.00 6. 63 Bd-M Sq. No. complete.) Completed Labour 385.M.00 64 Bd-M Sq. curing and cleaning etc.00 55 . 35 C and as directed by Engineer in charge. filling joints.00 120. curing and cleaning etc.05%) Spec.M.M. No.: Bd.335. Providing and laying vitrified mirror/ glossy finish decorative type tiles of size 590mm to 605mm x 590mm to 605mm of 8 to 10 mm thickness and confirming to IS.00 1. complete.12 Page No. shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float.M. 385 a) Flooring b) Skirting Providing and laying vitrified matt finish decorative type tiles of size 590mm to 605mm x 590mm to 605mm of 8 to 10mm thickness and confirming IS.15622-2006 (Group Bla) of approved make. & Item Code 62 Bd-M Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 70. 385 a) Flooring b) Skirting Providing and laying vitrified rustic matt stone finish decorative type tiles of size 590mm to 605mm x 590mm to 605mm of 8 to 10mm thickness and confirming to IS.15622-2006 (Group Bla) of approved make.: Bd. complete.m.M.M.12 Page No.15622-2006 (Group Bla) of approved make. Spec. No.00 70. shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float. 385 a) Flooring b) Skirting Sq.05%) Spec.00 70.00 120. shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float. filling joints.080. Sq. Note: (Water absorption should not be more than 0. 1. complete. M. 12 Providing and fixing heavy duty inter locking concrete Gray Paving blocks of 60mm thickness of having a strength of 300 kg/Sq. shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary.00 70 Bd-M Sq. complete. 15622-2006 (Group BIa) of approved make.00 56 .Sr.00 70. etc.00 95. Sq.180. No. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc.: As directed by Engineer in-charge. complete. Spec.M. No. complete. Providing and fixing heavy duty inter locking concrete Gray Paving blocks of 80mm thickness of having a strength of 300 kg/Sq. No.12 Page No. M.M. 580. curing and cleaning etc. Spec.940. 385 a) Flooring b) Skirting Providing and fixing green marble of 18 to 20 mm thick for door frame/dado/window boxing etc.00 70. Note: (Water absorption should not be more than 0.M.00 70. 1. No. 490.00 69 Bd-M Sq.: As directed by Engineer in-charge. on C. No. No. curing.cm.: As directed by Engineer in-charge.00 974.00 70.M. complete. & Item Code 66 Bd-M Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M.05%) Spec.M. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc.00 2. Spec.) Completed Labour Providing and laying vitrified stone effect finish decorative type tiles of size 590 to 605mm x 590 to 605mm of 8 to 10mm thickness and confirming to IS.m.00 120. Providing and fixing heavy duty inter locking concrete Coloured Paving blocks of 60mm thickness of having a strength of 300 kg/Sq.M. Spec.: Bd. 529. of approved auqlity and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. filling joints.: Bd.cm.cm. Sq.00 67 Bd-M 68 Bd-M Sq. complete. Sq. : As directed by Engineer in-charge.cm. Spec.00 57 . No. Spec. washing and finishing etc. complete. 72 Bd-M Sq.: As directed by Engineer in-charge.00 70.00 Providing and fixing heavy duty inter locking concrete Coloured Paving blocks of 80mm thickness of having a strength of 300 kg/Sq. No. No. Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design. complete.) Completed Labour 605. 376.cm. Spec.00 70.M. inclding cleaning.M.00 74 Bd-M Sq. Spec.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. 265. complete.: As directed by Engineer in-charge.00 95. No.cm.: As directed by Engineer in-charge. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. Providing and fixing heavy duty inter locking concrete gray blocks of 40mm thickness of having a strength of 200 kg/Sq.Sr.m. & Item Code 71 Bd-M Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 60. Sq. 757.00 70. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc.00 75 Bd-M Sq. Spec.M. No. 414.: Bd. Providing and fixing heavy duty inter locked concrete Coloured Paving blocks of 40mm thickness of having a strength of 200 kg/Sq.00 73 Bd-M Sq.M. Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80mm thickness of having a strength of 400 kg/Sq. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skriting joints and cleaning etc. No. complete.M. complete. 57 to 76 before execution. & Item Code 76 Bd-M Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.No. Note : Prior approval of S. No. No. Spec. inclding cleaning.: As directed by Engineer in-charge. will be necessary for items at Sr.Sr. washing and finishing etc. 58 .) Completed Labour 245.00 Providing leather finished polishing to Kotah/ Marble/ Shahabad/ Kadappa Stone slab by continuous grinding in 4 coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design.M.00 50. Sq.E. 2 Page No.Bd . preparing the surface. scaffolding.N. 15. complete as directed Spec. 399 Providing and applying boiled linseed oil in two coats to the new wood work.4 Page No.M. Spec.1. No.N. No.No.1.00 12. scaffolding etc. 78.00 59 . Page No. complete as directed.00 5 Bd-N 13A Sq. 2 Bd-N 11B Sq.M.00 55.: Bd. scaffolding etc. 399 Providing and applying Varnish in one coat on previously varnished wood work including knotting preparing the surface. 399 Providing and applying french polishing to new wood work.N. preparing the surface.M. & Item Code 1 Bd-N 11A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. No.00 10.1. preparing the surface.N : WOOD FINISH Sr. No. Spec. 12.N. preparing the surface. complete as directed.3 Page No. including knotting preparing the surface.00 Providing and applying boiled linseed oil in one coat. 14. Spec. 19.: Bd. Spec. complete as directed.3 Page No. 399 Providing and applying french polishing for required finish on previously polished wood including knotting. scaffolding etc.1. complete as directed.00 5.M. scaffolding etc. 399 Providing and applying Wax polishing to the old wood work. Spec. 399 Providing and applying Wax polishing to the new wood work. Spec. preparing the surfaces. No.1. scaffolding etc.00 3 Bd-N 12A Sq.2 Page No. including knotting. complete.00 8 Bd-N 14B Sq.00 6 Bd-N 13B Sq.: Bd.: Bd. Spec.00 9.1. No.M.: Bd.: Bd. No. scrapping.00 9.: Bd. 15. scaffolding etc. No. etc. complete as directed. 400 Providing and applyng Varnish in two coats new wood work including knotting. Page No.50 6. 34.M.M.N.50 4 Bd-N 12B Sq.N.00 7 Bd-N 14A Sq. including knotting preparing the surface.1.1.) Completed Labour 9.1. for required finish including knotting.M. scaffolding etc. Complete.4 Page No. 400 Sq.20 20.: Bd.1.N.N. No. 400 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Wooden bench large. No. complete as directed.00 48.N. No.) Rack Records (Std.00 126. No.00 39.00 97.00 115. No.) Completed Labour Repolishing with french polish with required coats including knotting preparing the surface etc.00 146. No. No. No.1.00 117.00 39.) Rack pegeion hole Rack Recording (big) Stool wooden (Std. No. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 264. 97. No.00 84.6 Page No. No.00 107.00 78.) Chairs Teak Wood (Std.) Dinning table Tea poy (Std.00 20. No. No. No. No.40 62. No.00 107.: Bd.50 ------------------------------------------- 60 .00 97. Book shelf (Std. No.00 97. No.00 29.) Teak Wood cupboard (large) Teak Wood Cupboard ( small) Stands with shelves Side Board Ward rope Sofa set No. Wooden bench small.00 117.00 39. No.) Table (big) Table ( small) Tray wooden Writing desk Rolling chair (Std. No. Spec. No. No.Sr. 00 97.00 205.00 107. No. No.40 107.00 78. No. No.15 39.20 43. No.00 78. No.00 78. No.00 137. No. & Item Code 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. No.00 107.00 27. No. No.00 137.00 97.Sr. No. No.70 ----------------------------------------------- Show case (big) Show case (small) Bench without back Central Table Easy chair Teak Wood Cot (single) Teak Wood Cot (double) Dressing Table Fruit & meat shelf Towel horse Garden cane chair Takht Wooden Teak Wood Zoola Chest of drawers Letter Box Dirty linen box Comode Shoe Rack Teak Wood partition with curtain Teak Wood box ( large ) Teak Wood box ( small ) Pelmet Peg rail No.60 78.35 11. 61 .00 78.00 78.) Completed Labour 146. No. No.00 39. No. No. No. No. No.00 35. No. No. No.00 27.00 107. Sq. No. complete. Note : The work to be executed on prior approval of Superintending Engineer. & Item Code 53 54 55 56 57 58 59 60 61 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 136. No.00 ------------------- Large Size Board Small Size Board Name Board Photo Frame Teak Wood stand to water Pot Cane sofa set Repolishing old Purlins Repolishing new Purlins No. No.00 62 . No.00 49. No.00 35. No. 525.00 12.00 247. scaffolding if required etc. No. No.00 72.: As directed by Engineer-in-charge.00 10.00 20. No. No. applying french polishing. 62 Bd-N Providing and applying malamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping.00 35.m. Spec.Sr.) Completed Labour 78. 50 5 Bd-O 4 Sq.: Bd. No. 4.00 Providing and applying two coats of lead/zinc base oil paint / bituminous paint of approved colour and shade to new wood work and fiber boards including preparing the surface. 404 Providing and applying one coat of alluminium paint of approved make to new structural steel work in building and workshop includng scaffolding if necssary.No.M 45.95 12.O.30 9.: Bd.00 3 Bd-O 2A Sq. excluding primer coat complete.00 9. cleaning and preparing surface ( excluding primer coat) complete.M 39.No. 405 Providing and applying 2 coats of alluminium paint of approved make to new structural steel work in buildings and workshops including scaffolding if necessary. Spec.15 7.O : OIL PAINTING Sr. excluding priming coat complete.: Bd. 403 Providing and applying one coat of lead/zinc base oil paint / bituminous paint of approved colour and shade to old wood work previously painted and fiber boards including if necessary scaffolding preparing the surface.O. Spec.00 9. 405 Sq. knotting.O. 3 Page No.O.M 21.00 5.:Bd.M 33.) Completed Labour 40. Page No.O.No.: Bd.95 63 .50 4 Bd-O 3 Sq.No.4 Page No. 1 Page No. Spec. cleaning and preparing the surface ( excluding primer coat ) complete. 404 Providing & applying two coats of lead/zinc base oil paint/bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary. 404 Providing and applying two coats of lead/zinc base oil paint/bituminious paint of approved colour and shade to old wood work and fiber boards previously painted including if necessary scaffolding preparing the surface. excluding primer coat complete.Bd .M 31. 2 Page No.O.:Bd. 2 Page No. Spec. cleaning and preparing the surface (excluding primer coat) Spec. No.35 6 Bd-O 4A Sq. & Item Code 1 Bd-O 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. scaffolding if necessary. Spec.M 2 Bd-O 2 Sq.No. : Bd.50 11 Bd-O 7A Sq.: Bd. & Item Code 7 Bd-O 5 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 13. 7. Spec. 7 Page No.10 7. 405 Providing and applying one coat of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding. 406 Sq. 406 Providing and applying 2 coats of flat oil paint of approved colour and shade to internal/external plastered surfaces including scaffolding if necessary.O. cleaning and preparing the surfae ( excluding primer coat) complete.90 12. if necessary.: Bd. if necessary.O. 6 Page No. Spec. 5 Page No.: Bd. cleaning and preparing surface ( excluding primer coat) complete.90 12 Bd-O 8 Sq. No. cleaning and preparing the surface ( excluding primer coat) complete.30 12.20 7.90 Providing and applying two coats of synthetic enamel paint of approved colour to new / old structural steel work and wood work in building.M 29.: Bd. No. 6 Page No.M 8 Bd-O 6 Sq. Spec.00 12. No. 406 Providing and applying 2 coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding.M 34.50 9 Bd-O 6A Sq. 406 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary cleaning and preparing the surfaces. cleaning the preparing the surface ( excluding primer coat. Page No. cleaning and preparing the surface ( excluding primer coat) complete. No. Spec. Spec. 406 Sq.M 23.O.) complete.No.) Completed Labour 39.M 36. including scaffolding if necessary.Sr.O. No.45 64 . 8 Page No.M 24. watering for two days complete.90 10 Bd-O 7 Providing and applying one coat of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary.No.O.O. Spec.: Bd. M 11.M 12.: As directed by Engineer in charge.70 4. dirt and other foreign matter and sand papering as required.: As directed by Engineer in charge Providing and applying priming coat over new wood and wood based surfaces. Spec. No. dirt and other foreign matter and scoured with wire brushes.30 3.70 4. Spec. fine steel wool. No.: As directed by Engineer in charge. complete. scaffolding etc. Providing and applying priming coat concrete/ masonary/Asbestos Cement plasterd surfaces including scaffolding if necessary. Providing and applying priming coat over new/old steel and other metal surfaces including preparing the surface by throughly cleaning oil.00 17 Bd-O 8F Sq.Sr. grease. including preparing the surface by thoroughly cleaning oil.M 7.: As directed by Engineer in charge. Spec. No.No. grease.00 15 Bd-O 8D Sq.M 11.00 4. Providing and applying one coat of seal cement primer of approved manufacture and shed including scaffolding preparing the surface by cleaning dirt and other foregin matters. No. preparing the surface by throughly cleaning oil. Sq. grease. scrappers and sand paper. & Item Code 13 Bd-O 8B2 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec.: As directed by Engineer in charge.00 16 Bd-O 8E Sq. dirt and other foreign matter. Spec. complete. scaffolding etc.M 14 Bd-O 8C Sq. complete.55 Removing old paint from steel and other metal surface and making the surfaces even with hand scrapping.70 4.00 65 .) Completed Labour 5. complete. No. scaffolding etc. scrapping if necessary including scaffolding etc. sand papering and knotting. grease.) Completed Labour 18 Bd-O Providing and applying pearl/luster finish paint of approved colour and shade to the existing plastered surface including scaffolding.00 66 . preparing the surface. 18 & 19.Sr. complete Spec. applying primer and the acrylic wall putti etc. No. : As directed by Engineer in charge. Spec.00 15. Sq. Providing and applying two coats of textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if neccessary preparing surface by thoroughly cleaning oil. No.M 90. etc.M 150.00 64. dirt and other materials as required.: As directed by engineer in charge. No. & Item Code Unit DESCRIPTION OF ITEMS NEW ITEMS Rate for 2010-2011 ( In Rs.00 19 Bd-O Sq. Note: Prior approval of Superintending Engineer will be necessary for Item Nos. complete. No.P : COLOUR / WHITE WASHING.P. Spec. : Bd. No. 3 Page No. 1 Page No. Spec. No. 411 Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding. 413 Sq. No. brushing and brooming down ( excluding base coat of white wash) etc. brushing and brooming down ( excluding base coats of white wash) etc.P. 3 Page No. 412 Providing and applying washable powder distemper of approved colour and shade to old & new surfaces in one coat including scaffolding.M 2 Bd-P 1A Sq.M 6. Spec. Spec. Spec.4.: Bd.10 2.10 5 Bd-P 3 Sq.70 67 .M 7.No.00 7 Bd-P 4 Sq.No. 2 Page No.: Bd. complete.P.Bd . 1 Page No.: Bd. Spec.M 2. brushing and brooming down ( excluding base coat of white wash) etc. brushing and brooming down ( excluding base coat of white wash) etc.: Bd.00 3 Bd-P 2 Sq. 2 Page No. 411 Providing and applying white-wash in two coats on old/new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. Spec. : Bd. complete. complete.No.P. complete.: Bd.20 3.M 5. No.55 4 Bd-P 2A Sq.) Completed Labour 2.90 1. 412 Providing and applying colour wash of approved colour and shade in two coats to old surfaces which are to be recoloured including scaffolding. DISTEMPERING Sr. preparing the surfaces ( excluding the priming coat.15 1.P.M 3. 412 Providing and applying colour wash of approved colour and shade in two coats to new surface including scaffolding.20 1.50 6 Bd-P 3A Sq.) complete.P.M 4.50 Providing and applying white-wash in one coat on old/new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete.50 1.20 3. & Item Code 1 Bd-P 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.Page No.P. 412 Providing and applying colour wash of approved colour and shade in one coat to old surfaces which are to be recoloured including scaffolding. Removing white wash or colour wash by steel wire brushing and/or scrapping sand preparing and preparing the wall surface smooth including necessary repairs to scratches etc.50 1.70 3. 5 Page No.00 0.6 Page No.40 11 Bd-P 6 Sq. & Item Code 8 Bd-P 4A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. : Bd.80 10 Bd-P 5A Sq. preparing the surface. No.60 Providing and applying washable powder distemper of approved colour and shade to old & new surfaces in two coats including scaffolding.90 13 Bd-P 7A Sq. 12.No. : Bd.10 5. (excluding primer coat) complete. No.Sr.4 Page No.00 7. As directed by Engineer in charge.P. Spec. : As directed by Engineer in charge.50 12 Bd-P 6A Sq.M 23. Spec. 414 Note: The work is to be executed on pre-approval of Superintending Engineer.80 68 . soda and water. preparing the surfaces ( excluding the primer coat. Extra for washing and cleaning of decorated wall surfaces with soap. : Bd. : Bd. 414 Providing and applying plastic emulsion paint of approved quality.P.M 52. Spec. 413 Providing and applying washable oil-bound distemper of approved colour and shade to old & new surfaces in one coat including scaffolding. preparing the surfaces (excluding the primer coat. Spec.) Completed Labour 9.M 9 Bd-P 5 Sq.6 Page No.M 40. No. No. complete. 5 Page No.P.95 14 Bd-P 7B Sq.) complete.The work to be executed on pre-approval of Superintending Engineer for Item No. Spec.) complete.) complete. preparing the surfaces ( excluding the primer coat. Note :. No.M 1. preparing the surfaces (excluding the primer coat. colour and shade to old and new surface in three coats including scaffolding. 413 Providing and applying Plastic emulsion paint of approved quality colour and shade to old & new surfaces in two coats including scaffolding.M 15.60 3. Sq.) complete.50 6. Spec. : Bd. Spec.M 2. P. 413 Providing and applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding. Spec. No. : Bd Q 3 Page No. 420 Providing and fixing malasia/assam teak wood joists. Spec.00 Providing and fixing Ghana teak wood planking 25 mm thick for flooring plained on both sides. if necessary. and one coat of primer complete. No.197. and one coat of primer complete. : Bd Q 2 Page No. 419 Providing and fixing Ghana teak wood planking 50 mm thick for flooring plained on both sides. : Bd Q 2 Page No. 2 Bd-Q 1A Sq M. 1.Bd . No. Spec. No.418. 420 Providing and fixing jungle (hard) wood of approved species joists and girders in timber floors of single.00 1.00 4 Bd-Q 2A Cu. double or framed type including scaffolding. and one coat primer complete.752.00 42.00 1. No.) Completed Labour 1. No. 419 Providing and fixing Ghana teak wood joists and girders in timber floors of single. if necessary. 2. double or framed type including scaffolding. : Bd Q 2 Page No. Spec. Spec. and one coat of primer complete.00 5. scaffolding. 421 Providing and fixing Ghana teak wood framed collar beam/king post/queen post truss.00 5 Bd-Q 2B Cu. if necessary. if necessary. Spec.00 63. No.00 6 Bd-Q 3 Sq M.M 36. tounged and groved including scaffolding. 00 69 . tounged and groved including scaffolding. if necessary.418. if necessary. if necessary. : Bd Q 1 Page No.200. Spec. & Item Code 1 Bd-Q 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M 56. : Bd Q 4 Page No. double or framed type including scaffolding. No. with all iron work including scaffolding. and girders in timber floors of single. 422 Sq M. 420 Providing and fixing Ghana teak wood plank ceiling 20 mm thick tounged and groved including iron screws.518. including one primer coat on under side and one coat of coal tar on upper side complete.00 3 Bd-Q 2 Cu.225. and one coat of primer complete.00 1.00 7 Bd-Q 4 Cu.00 42.270.M 59.168. and one coat of primer complete.260.Q : WOOD WORK Sr.417. : Bd Q 1 Page No.M 23. 5 Page No. jack rafters.168. etc. hip rafters.840.270. if necessary and one coat of primer complete.M 26. ridges.00 7. Q. Spec. post plates and posts for roofing etc. 5 Page No. purlins and purlin cleats. Deleted 70 .165.M 38. 423 Cu. wall plates.M 60. : Bd. wall plates.00 10 Bd-Q 5 Providing and fixing Ghana teak wood common rafters. : Bd.Sr. if necessary.00 9 Bd-Q 4B Providing and fixing malasia / assam teak wood framed coller-beam/kingpost/qeenpost truss with all iron work including scaffolding. including scaffolding. Q. Q.00 11 Bd-Q 5 A Providing and fixing jungle wood common rafters. Q. No. 422 Cu.) Completed Labour 32.Q. 423 Cu. purlins and purlin cleats.375.M Rate for 2010-2011 ( In Rs.00 4. No. hip rafter jack rafters. if necessary all iron work and one coat of primer complete. 4 Page No. jack rafters.200.00 4. Spec. No. post plates & posts for roofing. Spec. all iron work and one coat of primer complete.600.181.00 5. No. if necessary all iron work and one coat of prmer complete. 4 Page No.565. if necessary and primer coat complete. Spec. 423 Cu. ridges. hip rafters. : Bd. 422 Cu. 5 Page No. purlins and purlin cleats. Spec. including scaffolding. No. ridges. with battens or laths 2. 6 Page No. post plates and posts for roofing etc.168.00 4. 424 Sq M. with all iron work including scaffolding.5 cm x 1. Spec. including scaffolding. : Bd. No.2 cm and 5 cm x 5 cm opening including frame of 8 cm x 5 cm vertical and horizontal scantling and one coat of primer complete. No.00 13 Bd-Q 6 Providing and fixing Ghana teak wood two way trellies work.00 12 Bd-Q 5 B Providing and fixing malasia/assam teak wood common rafters. : Bd. & Item Code 8 Bd-Q 4A Unit DESCRIPTION OF ITEMS Providing and fixing in jungle wood framed collar beam/ king post/queen post truss. : Bd.M 38. wall plates. Mt. No. Q. 424 Sq M. 425 R. 11 Page No. 425 ( Note : The work to be executed on pre approval of Superintending Engineer) R. 275. Q.00 17 Bd-Q 11 Providing and fixing 20 mm thick superior veneer board pelmet box 150 x 200 mm wide to doors or window frames including 20 mm dia Alluminium curtain rod with sockets and finishing with french polishing ( without top ) complete. Deleted 71 . etc.2 cm and 5 cm x 5 cm opening including frame of 8 cm x 5 cm vertical and horizontal scantling and one coat of primer complete. Spec.) Completed Labour Deleted 15 Bd-Q 8 Providing and fixing Ghana teak wood hand rail of 60 mm x 75 mm as per detailed drawings or as directed by the Engineer. No.6 Page No. Q. Spec. including french polishing.Sr. Bd. 427 R. Spec. Bd. with battens or laths 2. Spec.00 16 Bd-Q 8 B Providing and fixing Malasia / assam teak wood hand rail of 60 mm x 70 mm as per detailed drawings or as directed by the engineer.Mt.M. No.5 cm x 1. 427 R. Page No.00 125. Q.Q. Bd. complete.Bd. Rate for 2010-2011 ( In Rs.00 120. No. 8 Page No. No. No. & Item Code 14 Bd-Q 6A Unit DESCRIPTION OF ITEMS Providing and fixing in jungle wood of approved species two ways trellies work. including french polishing etc. complete. 11 Page No. Bd.Mt. Spec. 414. Deleted 18 Bd-Q 11A Providing and fixing 20 mm thick Laminated sheet board pelmet box 150 x 200 mm wide to doors and window frames including 20 mm dia Alluminimum curtain rod with sockets and finishing with french polishing (with out top) complete. No.00 72 . Spec. No. 431 Sq M.) Completed Labour 710.00 45. 432 R.00 24 Bd-Q 21A Providing and fixing seasoned and treated jungle wood of approved species barge board 22 cm wide and 20 mm thick plain type including scaffolding and painting in two coats complete.00 42. Spec. 19 Page No. Spec.00 21 Bd-Q 19A Providing and fixing seasoned and treated jungle wood of approved species eaves board 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats complete. 250. 433 R.00 42. : Bd. No.M. No. 19 Page No. Q.00 27. Q. Bd. Bd. Bd.Sr. 150.00 45. No.00 98. Q 21 Page No. 20 Bd-Q 19 Providing and fixing Ghana teak wood eaves boards 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats complete. Q. No.M. 20 Page No. & Item Code 19 Bd-Q 18 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 21 Page No. Bd.M. Spec. Bd. 135. 18 Page No. 110. Q. 280.00 23 Bd-Q 21 Providing and fixing country teak wood barge board 22 cm wide and 20 mm thick plain type including scaffolding and painting in two coats complete. 432 R. Q.00 22 Bd-Q 20 Providing and fixing Ghana Teak Wood eaves plate of size 10 cm wide and 20 mm thick inlcuding scaffolding and painting in two coats complete Spec.M. 432 R. 433 R. Spec.00 Providing and fixing decorative teak plywood veneer lining 4 mm thick with backing of Ghana teak wood frame work of battens 12 mm x 25 mm at 30 cm center to center fixed to walls and pillars without skirting and cornice as per drawings including necessary iron work and finishing the exposed wood work with french polish complete. No.M. ( Excluding cupboard frame) Spec.263. Deleted 29 Bd-Q Sq M. Spec.W.00 263.225. Deleted 30 Bd-Q Sq M. x 1 m. complete. Deleted 28 Bd-Q 27 Sq M.00 27 Bd-Q 27 Sq M. wide and 25 to 30 mm thick with wooden brackets including all fixtures and oil painting 2 coats etc. As directed by Engineer in charge.00 263. ( Excluding cupboard frame) Spec. complete.) Spec. styles and Rails 25 mm thick and 75 mm wide with panel insert of 12 mm thick particle Board with one approved coloured Laminated Face on one side 1. grade including lipping beading iron oxidised fixtures and fastening and oil primer coat etc.W.5 mm thick.: As directed by Engineer in charge. As directed by Engineer in charge. planks with 12 mm thick and 75 mm wide ladges with fixtures and fastenings with 3 coats of oil painting complete. complete. Sq M. Spec.) plain planked with 3 teak wood shelves 30 cm wide and 25 mm thick including frame and shutters of 25 mm thick T. Providing and fixing teak wood wall cupboard of ( 1 m. Providing and fixing woodens shelf of integrated nonteak seasoned wood planks 30 cm. Providing and fixing shelf of 20 mm Thick Cement Bonded particle Board 30 cm wide with Non-teak wooden Brackets of size 50 x 75 mm at 1 mt.00 Providing and fixing shutter to wall cupboard made from 19 mm thick Teak particle board with approved coloured laminated face on one side 1. Deleted 73 . ( frame size 50 x 75 mm.Sr. Providing and fixing shutter to wall cupboard consisting of Ghana Teak Wood.5 mm thick bonded with phenol formaldehyde synthetic resin B.) Spec. Iron oxidised fixtures and fastening and oil primer coat etc.: As directed by Engineer in charge. Providing and fixing teak wood wall cupboard of (1m x1m) fully panelled with 3 teak wood shelves including frame and shutters with fixtures and fastenings with 3 coats of oil painting complete. As directed by Engineer in charge. 26 Bd-Q 26 Sq M 1.P. (frame size 50 mm x 75 mm. bonded with Phenol formaldehyde Synthetic Resin including Lipping Beading. No. As directed by Engineer in charge.) Completed Labour 1. & Item Code 25 Bd-Q 26 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. c/c including all fixtures and oil painting 2 coats etc. complete. W. planks 12 mm thick with beading around with iron oxidised fixtures and fastenings with 3 coats of oil painting etc. 32 Bd-Q Sq M. planks 12 mm thick with beading around panels with alluminium fixtures and 3 coats of oil painting etc. complete. Providing and fixing cupboards with 40 x 70 mm non teak seasoned wood frame with 80 cm wide and planks 25 mm thick for shelves with partly fly proof wire mesh and partly pannelled double shutters 25 mm thick with styles and rails 25 mm x 75 mm and T. Spec. As directed by Engineer in charge.W. & Item Code 31 Bd-Q Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. As directed by Engineer in charge. pannelled double shutters 25 mm thick styles and rails 25 mm x 75 mm and T.Sr.30 m c/c and C. complete. wide non teak seasoned wooden plank 25 mm thick for shelves 0. No. Spec. Sq M.T.W.) Completed Labour Deleted Providing and fixing cupboards with 40 x 70 mm non teak seasoned wood frame with 50 cm. Deleted 74 . 619. No. pointing with coloured cement mortar and curing complete.00 5 Bd-R 7 Providing and fixing 6.Bd .80 mm thick ( 22 B.W. 9 Page No.I. 449 Providing and fixing Mangalore tiled roofing with class “AA” tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1. 220. : Bd.00 63.00 63. : Bd. No.8 kg/sq. 3 Page No. 455 Sq. 295.00 mm thick Asbestos Cement Corrugated ( Big Size) sheet roofing including galvanised iron ‘J’ or ‘L’ hook bolts galvanised iron band bituminous G. R.5 kg/sq.M. & Item Code 1 Bd-R 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. (Weight of 5. (excluding ridge & hip tiles) Spec.00 42.) Spec. (excluding ridge and hip tiles. 100. galvanised iron clamps. R.63 mm thick ( 24 B. 7 Page No. 450 a) Providing and fixing plain zinc sheeting of 0. galvanised iron champs and bolts and nuts and scaffolding complete.) Completed Labour 450. 2 Bd-R 2 Sq M. 2 Page No.5 Page No.00 42. 1 Page No.00 Sq.M.m.R : ROOFING AND CEILING Sr.22 mm wire fixing 50 mm x 25 mm horizontal teak wood battens and iron works and oiling the battens etc.00 4 Bd-R-5 Sq M. : Bd.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts and lead and bitumen washers complete.m. 450 Providing and fixing Mangalore tile ridge and hip tiles of class “AA” including scaffolding if necessary.5 Page No. washers. No. 453 b) Providing and fixing corrugated galvanised Iron sheets of 0. : Bd. Spec. Spec.G. complete. galvanised iron and bituminous washers. bolts and nuts including scaffolding complete.00 63.G. all iron work and coal tarring the battens complete.) Spec. 474.22 mm wire fixing country teak wood sloping battens of 25 x 12 mm teak wood horizontal battens of 50 mm x 25 mm over the slopping battens. No. R. Spec.00 6 Bd-R 9 R. Bd.R. 452 Sq M.) Spec. R. No.00 55.00 Providing and fixing Mangalore tiled roofing with class “AA” tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1. (Weight of 6. R. : Bd.W. bolts.) for roofing without wind tiles including fastening with galvanised/iron screw/ bolts and lead /bitumen washers as per drawing complete. 453 Providing and fixing 6 mm thick Asbestos cement Semi ridge capping for roofing including galvanised iron hook.R. No.00 75 .00 63.M.M. 555. Bd.00 3 Bd-R 3 R. No. No. 10 Page No.R.00 76 . No. : Bd. 460 R.) Completed Labour 1. if necessary.525. all iron work and painting ( visible surfaces) to A. Spec.63 mm thick G. No.M. R. No. 459 Providing and fixing asbestos cement cowl ventilators in asbestos cement sheet roofing at required places.00 10 Bd-R 11 No.8 mm) plain galvanised iron sheets 90 cm wide with teak wood planking 20 mm thick including two coats of coal-taring the upper surface of plant ( excluding painting to under side of plank) Spec. No.G. 8 Bd-R 10 A R. : Bd. 66. No.W. 78.00 M center to center including scaffolding. 13 Page No. (0. Spec. R. complete.W. No.00 78.W. 456 Providing and fixing Mangalore pattern cowl ventilator tiles in the required places in a Mangalore tile roof including scaffolding necessary.00 9 Bd-R 10 B R. sheets 120 cm wide with 20 mm thick teak wook planking underneath coal taring etc.M.340.588. 16 Page No. 355.00 15. R. 10 Page No. No.8 mm) plain galvanised iron sheets 120 cm wide with teak wood planking 20mm thick including two coats of coal-taring the upper surface of plank ( excluding painting to under side of plank) Spec. 0. : Bd.14 Page No. 459 Providing and fixing false ceiling of plain asbestos cement sheets 4 mm thick with teak wood beadings 45 x 12 mm with frame work of teak wood battens of size 70 x 60 mm at 1. Spec. 11 Page No. ( 0. : Bd. Spec. 1. sheet and beading in two coats complete ( excluding T. 660. 10 Page No. : Bd.00 11 Bd-R 13 No. : Bd.00 13 Bd-R 16 Sq.G.M.00 15.00 129.:Bd.I. R.C.Sr. No. ( only for repair works) Spec.W. 455 Providing and fixing valley gutter of 24 B. including all fixing accessories and scaffolding necessary. 1.00 129.00 Providing and fixing valley gutter of 22 B.00 20. R. & Item Code 7 Bd-R 10 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 455 Providing and fixing glass tiles of Mangalore type at required places in Mangalore tile roof including scaffolding necessary.G. runner to be paid separately).M. 455 Providing and fixing valley gutter of 22 B.00 129. R.00 12 Bd-R 14 No. domes. if necessary. fixing screws mechanically either with screw driver or drilling machine with suitable attachment etc.119 kg/m suspended on 6 mm dia. Spec: As directed by Engineer in charge. & Item Code 14 Bd-R Unit DESCRIPTION OF ITEMS Providing and fixing frame work of anodised aluminium sections for suspended false ceiling consisting of aluminium T 50 mm x 40 mm weighing 0. (excluding frame work.39 kg/m etc. Providing and fixing false ceiling of teak wood particle board half perforated sheet 12mm thick including scaffolding.00 50. Sq.00 77 . all architectural work like mouldings. No. Spec.M 545. complete.M Rate for 2010-2011 ( In Rs.5 mm fasteners. cornices. 12. visible surface (excluding frame work and runners). 461“ Providing and fixing false ceiling of 15 to 20 mm thick decorative boards of fibrous plaster of paris including scaffolding if necessary.M 495.) Completed Labour 600.5 mm and two flanges of 26 mm each with lips of 10.39 kg/m at 60 cms c/c & fixed with (15 x 15 mm) flanges weighing 0.R. each from the soffit at 1200 mm centres with steel galvanised iron hanger of width 25 mm x 0.5 mm thickness having curved wedge of 51.No. mild steel rod weighing 0. cups as per detailed drawings and three coats of spray painting to boards etc.e.00 15 Bd-R Sq.00 50.5 mm dry wall screws at 230 mm centres. suspending galvanised iron intermediate channels of size 45 mm and 0.5 mm fixed to the intermediate channel with the help of connecting clips and in direction perpendicular to the intermediate channel at 450 mm centres. runners and mild steel suspenders)“ Spec: As directed by Engineer in charge. Providing and fixing frame work of galvanised iron for suspended false ceiling which includes galvanised iron perimeter channels of size 27 mm & 0.17 Page No.9 mm thick with two flanges of 15 mm.Sr. fixing in brick wall/ partition with the help of rawal plugs and screws.22 kg/m. : Bd. complete.5 mm thick having one flange of 20 mm and another flange of 30 mm along with perimeter of the ceiling.00 16 Bd-R Sq.M 450.00 170.00 170. fixed on wall and beams including rounding of the edges with aluminium T of 50 mm x 40 mm weighing 0.00 17 Bd-R Sq. complete. all iron work and two coats of oil painting to boards and beading i. coves. Spec: As directed by Engineer in charge. including all labour etc. ceiling section of 0. R.00 67.) Spec: As directed by Engineer in charge. (Prior specific permission of S.No.00 21 Bd-R Sq.M Rate for 2010-2011 ( In Rs. 686. T. 461 Providing and fixing flase ceiling of 12 mm thick acoustic boards of approved make with shape and sizes as per drawings including scaffolding if any. R.00 22 Bd-R 19 Sq. frame work M.00 19 Bd-R Sq.Sr. complete. necessary clips dry wall screw required including framing. 1.S. Spec. angle 40 x 40 x 5 mm and T 40 x 40 x 6mm at 60 cm c/c with hangers 12 mm dia. 17 Page No.00 20 Bd-R 17 Sq. angle 40 x 40 x 5 mm and T of size 40 x 40 x 6 mm at 60 cm center to center including 12 mm dia.19 Page No.00 211. all Iron work etc. with shape and sizes as per drawings including scaffolding if any. Spec.M. galvanised iron hanger ceiling section.E. 607.R. jointing. hangers.S. No. : Bd. complete.) Spec. drilling holes.M 530. intermediate channel.19 Page No. boarding. No.: Bd.00 202. No.S.00 67. if necessary. W.00 202.00 78 . shall be obtained before inclusion of this item in the estimate. visible surface. all iron work and two coats of painting to boards and beading i. 17 Page No. battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding. all screws and fastening and finishing complete (excluding frame work and runners).320. Providing and fixing false ceiling of T. all screws and fastening and finishing complete (excluding runner to be paid separately. battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding if necessary. 462.M. : Bd.R.M. including two coats of primer and all transportation. scaffolding and all necessary labour material and machinery etc. 461 Providing and fixing False ceiling of 12 mm thick Laminated boards with frame of M. Spec. finishing filling joints.W.) Completed Labour 395.5 mm thick gypsum board with galvanised iron perimeter channel. & Item Code 18 Bd-R Unit DESCRIPTION OF ITEMS Providing and fixing false ceiling of 12 mm thick acoustic boards of approved make. hangers T. No. partical board half perforated sheets 12 mm thick with frame work of M.W. Providing and fixing suspended false ceiling of 12. : Bd. 462 Sq.e. angle 40 x 40 x 5 mm and Tee to size 40 x 40 x 6 mm at 60 cm c/c including 12 mm dia. : As directed by Engineer in charge. Spec. complete. from roof sorting out serviceable and unservceiable material and stacking the same as and where directed in the compound including scaffolding etc. No. scaffolding etc. or A. complete. Removing G. complete as directed. stacking the same as and where directed in the compound including scaffolding etc. Spec. No.I.50 21. Spec. sheet roof-covering and stacking the same as the where directed in the compound including scaffolding etc. : As directed by Engineer in charge Removing the tiles battens and dungry cloth from roof.95 27 Bd-R 24 Sq.50 29 Bd-R 26 Sq. Removing the tiles. No. complete as directe as directed.M. : As directed by Engineer in charge.00 26.I.: As directed by Engineer in charge. 24 Bd-R 21 Sq. sheet roofing including purlines. sorting out the serviceable and unserviceable materials and stacking the same as and where directed in the compound . As directed by Engineer in charge. 19.00 19. No. Spec. & Item Code 23 Bd-R 20 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec.50 79 . rafters ridges etc.95 11. Removing and resetting Mangalore tiles from roof including refixing loose battens.M.45 30 Bd-R 27 Sq. battens and dungry cloth purlins. 26. No. complete.M.50 31. No.00 Providing and applying two coats of bitumen to roof on new dungree cloth one coat on each side etc. Spec. 19. 71.00 26 Bd-R 23 Sq.00 28 Bd-R 25 Sq. including sorting serviceable and unserviceable materials.C. or A.C. No. Providing and applying one coat of bitumen to roof (without cloth ) including scaffolding etc. 11.50 71.00 13.) Completed Labour 51. Spec.M. As directed by Engineer in charge.M. Spec. Removing G. principal rafters etc. Removing and lowering the roof truss carefully without damaging the members and stacking as and where directed in the compound including scaffolding etc.M. complete. No.45 26.Sr. 26.M. : As directed by Engineer in charge. 21. No. : As directed by Engineer in charge Sq. complete.00 25 Bd-R 22 Sq.M. angle 50 x 50 x 6 mm with hold fast. Spec. Providing and fixing sky light in R. : As directed by Engineer in charge. girders of any size and span lowering the same and stacking neatly wherever directed in the compound scaffolding etc.C. length for anchor rods with necessary threading nuts and bolts etc. 49.M. Providing and fixing 12 mm dia mild steel bar upto 0. : As directed by Engineer in charge.00 33 Bd-R 30 R. 397.00 29.M. Providing and fixing asbestos cement ( 60 cm. Deleted 38 Bd-R 38 No. sheet glass 5 mm thick. Spec. No. No.C. complete.C. & Item Code 31 Bd-R 28 Unit DESCRIPTION OF ITEMS Removing R.00 36 Bd-R 33 Sq.00 Sq. x 0.00 667. : As directed by Engineer in charge. necessary fixtures & fastening the same as per code of standard practice complete.) Completed Labour 667. Chikan mesh 24 guage with all accessories and required fixtures and fastening fitting including painting etc. x 15 cm. No. Flat drop ends. Spec. No. 56.S. M. : As directed by Engineer in charge. Providing fixing teak wood battens 25 mm x 12 mm for Manglore tile roof work with iron work scaffolding and oiling the battens complete. : As directed by Engineer in charge.) eaves gutters of approved size and make including 75 x 10 mm M.S. Spec.00 80 .M. 796. member (0.Mt.75 m. No. stops ends.00 32 Bd-R 29 R.T. complete. Spec.00 15.00 6. Rate for 2010-2011 ( In Rs. 142.Mt.00 72. : As directed by Engineer in charge. 38. Providig & fixing glass creat roof in R.00 34 Bd-R 31 35 Bd-R 32 Sq.50 6.C. : As directed by Engineer in charge.Sr. : As directed by Engineer in charge. Spec. complete.00 15.5 M. x 23 cm. roof including frame made of M.50 m.S.00 37 Bd-R 36 R. Providing fixing new Manglore tiles with class “AA” class tiles including scaffolding complete. ) in size of 60 cm c/c with 12 mm thick wired glass having thickness of 6 mm including all accessories and required fixtures and fastening fitting complete. Spec.M. No. ( excluding RCC members) Spec. Providing fixing teak wood battens 50 mm x 25 mm for Mangalore tiles roof work with all iron work scaffolding and oiling the battens complete. No. No. No. pre-coated trapezoidal zinc coating coloured for ridge hip or valley (55% aluminiumm 43% zinc 1. complete.25 40 Bd-R R.I.: As directed by Engineer in charge.10 41 Bd-R Sq. 22. 623. Spec.I. Providing and fixing G. No. Spec./Iron screw/bolt and lead/bitumen washers etc.Mt. 20. 21. R. & Item Code Unit DESCRIPTION OF ITEMS NEW ITEMS Rate for 2010-2011 ( In Rs. No. 390.: As directed by Engineer in charge.: Bd. complete.I.20 22.6% silicon) including fastening with G.13. Spec./Iron screw/bolt and lead/bitumen washers etc. 39 and 40 requires pre-approval of Superintending Engineer before execution of these items. pre-coated trapezoidal zinc coating coloured aluminium sheet 0. No. 3A Note: Item No. complete. etc. Sq. No.I.M. 608.00 40.00 81 .50 mm thick for roofing (55% aluminiumm 43% zinc 1. Providing fixing Mangalore tile roofing with Class AA tiles in cement mortar 1:4 on sloping slab including necessary scaffolding curing.30 30.6% silicon) including fastening with G.M.) Completed Labour 39 Bd-R Providing and fixing G.Sr. finishing. 2 Page No.M.00 Sq. rebating. No.00 4 Providing fixtures and fastenings for double leaves Bd-T 3 A b shutter for all types of door & G.2 Page No. With Iron oxidised including Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. plain sheet shutter & fan light.00 83 .I. Spec. No. 478 Cu. No.00 110. rounding.M.600. plain sheet shutter and fan light.I. Providing and fixing frame with/without ventilator of size as specified with non teak wood for doors and windows including chamfering. etc.: Bd . plain sheet shutter with fan light.) Completed Labour 60. 478 5 Providing fixtures and fastenings for double leaves Bd-T 3A c shutter for all types of door and G. 2 Cu. With alluminum including Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm.430.T . 30.T : DOORS AND WINDOWS Sr.430. iron hold fast size 300mm x 40mm x 5mm with oil painting. iron hold fast size 300mm x 40mm x 5mm with oil painting.: Bd .BD .00 4. complete.T . complete. & Item Code 1 Bd-T Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M. 335. 275. 370.M. Providing fixtures and fastenings for double leaves shutter for all types of door and G. etc.550. 478 Sq.00 3 Bd-T Sq.T .2 Page No.I. rounding. rebating.00 110. No.: Bd . Spec.00 Providing and fixing frame with/without ventilator of size as specified with Ghana teak wood for doors & windows including chamfering.M. Spec.00 4.00 110. With Iron chromium plated including Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. plain sheet shutter and with ventilator with Brass oxidised.2 Page No. plain sheet shutter and fan light.M. & Item Code Unit DESCRIPTION OF ITEMS Sq. 478 Sq.2 Page No.2 Page No.I. plain sheet shutter and with ventilator with Iron chromium plated. No. Spec.00 110.I.I.: Bd .: Bd . Spec.: Bd . Spec. Spec.T . No.2 Page No. Rate for 2010-2011 ( In Rs.T .M.00 6 Providing fixtures and fastenings for double leaves Bd-T 3A d shutter for all types of door and G. No.Sr.2 Page No. No. 478 Sq. 478 Sq.M. Deleted 8 Providing fixtures and fastenings for double leaves Bd-T 3B b shutter for all types of door and G.M. No. No. Deleted 10 Providing fixtures and fastenings for double leaves Bd-T 3B d shutter for all types of door and G. 478 Sq.: Bd . Deleted 84 .T .I. 478 7 Providing fixtures and fastenings for double leaves Bd-T 3B a shutter for all types of door and G.: Bd . plain sheet shutter and ventilator with Iron oxidised.T .T . With brass oxidised including Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. Deleted 9 Providing fixtures and fastenings for double leaves Bd-T 3B c shutter for all types of door and G. plain sheet shutter and with ventilator Alluminium. Spec.I.) Completed Labour 421.M. M.T . 478 12 Provding & fixing Fixture and fastenings for single shutter Bd-T 4A b for all types of door with fanlight Iron chromium plated including.T .T .T .M. Bd .2 Page No.) Completed Labour 250.Sr. Bd .2 Page No.00 11 Provding & fixing Fixture and fastenings for single shutter Bd-T 4A a for all types of door with fanlight with Iron oxidised including. Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. Spec.2 Page No. No. No. Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. 478 Sq. Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. 300. Bd . Spec.00 110.00 110. & Item Code Unit DESCRIPTION OF ITEMS Sq.00 13 Provding & fixing Fixture and fastenings for single shutter Bd-T 4A c for all types of door with fanlight Alluminium including. 825.2 Page No. 478 Sq. No.00 14 Provding & fixing Fixture and fastenings for single shutter Bd-T 4A d for all types of door with fanlight brass oxidised including. Butt Hinges : 125mm Tower bolt : 250mm Aldrop : 300mm Handle : 125mm. No. 478 Sq. No. Bd . Spec.00 110.M. 475. Rate for 2010-2011 ( In Rs.00 110. Spec.00 85 .M. : Bd .M.M. 478 16 Provding & fixing Fixture and fastenings for single shutter Bd-T 4B b with openable fanlight.2 Page No. 204. Sq.M.T .: Bd . With Iron chromium plated including But Hinges : 125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec.00 95. 478 Sq.) Completed Labour Deleted 15 Provding & fixing Fixture and fastenings for single shutter Bd-T 4B a with openable fanlight.00 20 Providing and fixing fixtures fastening to the window Bd-T 9A b for all type of shutters except the shutter of steel window.2 Page No. Deleted 19 Providing and fixing fixtures fastening to the window Bd-T 9A a for all type of shutters except the shutter of steel window.M.2 Page No.M. Deleted 17 Provding & fixing Fixture and fastenings for single shutter Bd-T 4B c with openable fanlight.: Bd .2 Page No.For Item No. Iron oxidised. 235. 478 18 Provding & fixing Fixture and fastenings for single shutter Bd-T 4B d with openable fanlight. No. Without fanlight with Iron oxidised including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No. Deleted Sq. Sq. Sq. Spec. Spec.M. Brass oxidised.: Bd . As directed by Engineer in charge. As directed by Engineer in charge.T . Without fanlight. No.T . Iron chromium plated. Rate for 2010-2011 ( In Rs.T . Spec. Alluminium. 3 to 18.00 86 . & Item Code Unit DESCRIPTION OF ITEMS Sq. door sizes are inclusive of frame.Sr.00 95. Spec. No. No. 478 Note . Sr. No. & Item Code Unit DESCRIPTION OF ITEMS Sq.M. Rate for 2010-2011 ( In Rs.) Completed Labour 285.00 95.00 21 Providing and fixing fixtures fastening to the window Bd-T 9A c for all type of shutters except the shutter of steel window. Without fanlight. With alluminium including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. As directed by Engineer in charge. 22 Providing and fixing fixtures fastening to the window Bd-T 9A d for all type of shutters except the shutter of steel window. Without fanlight. With brass oxidised fixtures including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No. As directed by Engineer in charge. 23 Providing and fixing fixtures fastening to the window Bd-T 9B a for all type of shutters except the shutter of steel window. With openable fanlight. With Iron oxidised including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No. As directed by Engineer in charge. 24 Providing and fixing fixtures fastening to the window Bd-T 9 B b for all type of shutters except the shutter of steel window. With openable fanlight. With Iron chromium plated including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No. As directed by Engineer in charge. 25 Providing and fixing fixtures fastening to the window Bd-T 9B c for all type of shutters except the shutter of steel window centrally pivoted shutters clerestory windows shutter. With openable fanlight. With alluminium including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No. As directed by Engineer in charge. Sq.M. 755.00 95.00 Sq.M. 258.00 95.00 Sq.M. 430.00 95.00 Sq.M. 530.00 95.00 87 Sr. No. & Item Code 26 Bd-T 9 B d Unit DESCRIPTION OF ITEMS Providing, fixing fixtures and fastening to the window for all type of shutters except shutter of steel window. With openable fanlight. With brass oxidised fixtures including But Hinges :125mm Tower bolt : 250mm Handle : 100mm Fastening Hooks & eye : 225mm Spec. No.: As directed by Engineer in charge. Providing and fixing the Ghana teak wood second class fully glazed openable fanlight rectangular in shape as per detailed drawing excluding the frame. iron fixtures and fastenings and finishing the wood work with 3 coats of oil painting. Spec. No.: No.: Bd-T-4 Page No. 479 Providing and fixing the Ghana teak wood double or single leaf second class fully pannelled doors shutter with 35mm thick style and rail with 25mm thick pannels with openable fan light as per detailed drawings, excluding the door frame 60mm x 100mm iron oxidised fixtures and fastening and finishing the wood work with oil painting 3 coats. Spec. No.: No.: Bd-T-7 & 8 Page No. 481-82 Providing and fixing Ghana teak wood single leaf pannelled door shutter without fanlight 25mm thick as per drawing consisting of Ghana T.W. top rail size 100 x 25mm and bottom and lock rail 200 x 25mm insert pannel 12mm thick commercial playfaced T.W. partical board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame including iron oxidised fixture and fastening and T.W. beading to junctions of pannelled inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec.: As directed by Engineer-in-charge. Providing and fixing single leaf pannelled door shutter without fanlight and shutter 35mm thick as per drawing consisting of Ghana T.W. top rail size 100 x 35mm and bottom and lock rail 200 x 35mm insert pannel 12mm thick commercial playfaced T.W. partical board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame including iron oxidised fixture fastening and T.W. beading at junction of pannels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec.: As directed by Engineer-in-charge. Sq.M. Rate for 2010-2011 ( In Rs.) Completed Labour 1290.00 95.00 27 Bd-T 10 Sq.M. 1,500.00 450.00 28 Bd-T 11 Sq.M. 2,715.00 815.00 29 Bd-T 11 B Sq.M. 1,645.00 495.00 30 Bd-T 11 C Sq.M. 2,250.00 670.00 88 Sr. No. & Item Code 31 Bd-T 11 D Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 1,940.00 420.00 Providing and fixing double leaf pannelled door shutter excluding frame with glazed openable fanlight shutter 35mm thick as per detailed drawing consisting Ghana T.W. vertical styles 100 x 35mm and lock and bottom rail 200 x 35mm and panels 12mm thick both side commercial ply faced partical board including iron oxidised fixtures and fasterning and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec.: As directed by Engineer-in-charge. Providing and fixing single leaf pannelled doors shutters excluding frame with glazed openable fan-light, 35mm thick as per detailed drawing consisting of Ghana T.W. vertical styles 100 x 35mm and lock and bottom rail 200 x 35mm and panel 12mm thick both side commercial ply faced particals board including iron oxidised fixtures and fastening and T.W. beading at junctions of plywood panels inserts as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec.: As directed by Engineer-in-charge. Providing and fixing Ghana teak wood double or single leaf paneled shutters, 35mm thick style and rail and 25mm thick panels without ventilator as per detailed drawing excluding the door frame iron oxidised fixtures and fastening and finishing the wood work with oil painting 3 coats complete. Spec. No.:- Bd-T-11 & 12 Page No. 482-483 Providing and fixing Ghana teak wood double or single leaf fully panelled door shutter without ventilator, with 25 mm thick style and rail & 20mm thick panels as per detailed drawing excluding the door frame. iron oxdised fixtures and fastening and finishing wood work with oil painting 3 coats etc. complete. Spec. No.:- Bd-T-21 & 22 Page No. 493-494 Sq.M. 32 Bd-T 11 E Sq.M. 1,920.00 575.00 33 Bd-T 12 Sq.M. 2,640.00 790.00 34 Bd-T 13 Sq.M. 1,720.00 375.00 89 Sr. No. & Item Code 35 Bd-T 15 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 1,285.00 200.00 Providing and fixing solid core flush door shutter in single leaf 32mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed all necessary beads, mouldings and lipping. wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. Spec. No.: Bd-T-34 Page No. 499 Providing and fixing solid core flush door shutter commercial in single leaf 32mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, iron oxidised fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36 Page No. 500 Providing and fixing solid core flush door commercial type on single leaf 16mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast iron oxidised fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: As directed by Engineer-in-charge. Providing and fixing country teak wood single leaf shutter 25mm thick fully 2nd class panelled door without fan light as per detailed drawing including wrought iron hold fast, iron oxidised fixtures and fastenings and finishing with 3 coats of oil painting etc. (style 25mm thick and pannels 12mm thick.) Spec. No.: Bd-T-36 Page No. 500 Sq.M. 36 Bd-T 16 Sq.M. 960.00 250.00 37 Bd-T 16 B Sq.M. 1,150.00 220.00 38 Bd-T 17 Sq.M. Deleted 90 Sr. No. & Item Code 39 Bd-T 18A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 1,395.00 250.00 Providing and fixing single leaf pannelled door shutter without fan light as per drawing consisting of Ghana T.W. style top rail 100 x 25mm and lock and bottom rail 200 x 25mm insert panell 12 mm thick commercial ply faced. T.W. particle board with phenol formaldehyde synthetic resin (General confirming I.S.I.) excluding iron oxidised fixtures and fastening etc. complete. Spec. No.: Bd-T-36 Page No. 500 Providing and fixing Ghana teak wood single leaf door shutter with teak wood style and rail of 25mm thick including fixing 50mm x 25mm size welded mesh of 10 guage as per detailed drawing or as directed with iron oxidised fixture and fastening finishing with 3 coats of oil painting etc. complete. Spec. No.: Bd-T-39 Page No. 500 Providing and fixing factory made panelled door shutter in single leaf 35mm thick style and rail without ventilator with Ghana T.W. panels 12mm thick including wrought iron hold fast and iron oxidised fixtures with oil painting 3 coats etc. complete. Spec. No. : As directed by Engineer in charge. Providing and fixing Ghana teak wood single leaf panelled door shutters 35mm thick style and rail and 19mm thick Ghana T.W. panels as per detailed drawing including wrought iron hold fast iron oxidised fixtures and fastening and three coats of oil painting. etc. complete. Spec. No. : As directed by Engineer in charge. Providing and fixing fully glazed double leaf window shutter with openable fanlight including Ghana teak wood 25mm thick style and rails with plain/ obscured glass panels as per drawing or as directed by the Engineer in charge with iron oxidised fixtures and fastening and finishing the wood work three coats of oil painting etc. complete. Spec. No.:- Bd-T-42 Page No. 503 Sq.M. 40 Bd-T 20 Sq.M. 1,500.00 210.00 41 Bd-T 21A Sq.M. 830.00 140.00 42 Bd-T 21A a Sq.M. 2,170.00 280.00 43 Bd-T 22 Sq.M. 1,327.00 410.00 91 960.00 250.:Bd-T-52 Page No.M. etc.079. Spec.00 46 Bd-T 25A Sq.00 980.Bd-T-53 Page No. Spec.00 250. 509 49 Bd-T 27 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating. No.M.W.990. complete.00 Sq.00 47 Bd-T 26 Sq.00 45 Bd-T 24 Sq.Bd-T-43 Page No.Bd-T-52 Page No. No. 5. No. 503 Providing and fixing Ghana teak wood windows with double leaf 25mm thick planked shutters without ventilators as per detailed drawing including iron oxidised fixtures and fastening and finishing the wood work with oil painting 3 coats etc.Sr. and oil painting two coats complete.00 48 Providing and fixing Ghana teak wood window half fixed Bd-T 26 A half glazed with translucent glass at bottom and glazed shutters at top including teak wood frame of size 60 x 100 mm with wrought iron hold fasts iron oxidised fixtures and fastening and oil painting 3 coats complete. iron oxidised fixtures and fastenings.:. complete. 509 Sq.:. window with double leaf half glazed and half panelled shutter with ventilator including wrought iron hold fast. 1. 503 Providing and fixing louvered window with Ghana teak wood window frame 70mm x 95mm and glass louvers of approved quality with mild steel bars between the louvers including finishing the wood work and iron bars with oil painting 3 coats.00 385. complete. Spec.660. No.M. 2.Bd-T-42 Page No.M. including fabricating/glazing with plain/ obscured glass panels of approved type and quality. 503 Providing and fixing Ghana teak wood windows / ventilators with double leaf planked shutters 25mm thick without ventilators as per detailed drawing including iron oxidised fixtures and fastening and finishing the wood work with oil painting 3 coats etc. without ventilators.M.325. Rate for 2010-2011 ( In Rs.:.) Completed Labour 1. Spec.Bd-T-43 Page No. No. 509 Sq.00 92 .:.:.00 980. iron oxidised fixtures and fastening & finishing the wood work with oil painting 3 coats etc. 1. & Item Code 44 Bd-T 23 Unit DESCRIPTION OF ITEMS Providing and fixing Ghana T.265. complete. Spec. No. Spec.M. 5.00 320. No. sheet not less than 0.M.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. 1513:1986 gauge sect. 509 Providing and fixing steel window C.S.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides. No.095.00 200. & Item Code 50 Bd-T 27 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 510 a) without mechanical gear b) with mechanical gear Sq. sheet as per I. The shutter shall be welded with angle to from the periferi of the shutter.00 93 .140.) Completed Labour 2.R.: As directed by Engineer-in-charge. 51 Bd-T 27B Sq.M. The first and last rib should be 60mm away from vertical edge of the shutter.00 220.155. At the center of the frame there shall be angle welded to bifercate the frame into segment with two leaf shutter square 12mm square guard bars at 120 mm center with all accessories. No.00 52 Bd-T 28 Sq.: Bd T-55 Page No. Bracket plate 300 x 300 x 3.M.15 mm respectively with hold fast arrangements.00 300. finishing with oil painting two coats complete (with guard bars 12mm square at 10cm c/c) Spec.340. channel section of depth and thickness not less than 65 mm and 3.1979) Spec.S. 6248 .Sr. (I.M. M. 2. including fabricating/glazing with plain obscured glass panels of approved type and quality.S.S. Spec.C.00 210. 65 x 40 x 25mm shutter singal sheet of 24 gauge single leaf joined by fusion welding at appropriate points with vertical grooves of 15mm wide and 15mm deep at a distance of 45mm.00 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating. hood cover of M. without ventilators. complete.9mm with lock plate of 3.S. deep M.Bd-T-53 Page No. Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.00 3. No. 2.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre. iron oxidised fixtures and fastenings.:. Sq. S. No.M. No. locking arrangement and one coat of red lead primer & oil painting etc. spaces.M. Bd T-57 Page No. Sq. crossings of M. Bd-T-61 Page No. complete.S.) Completed Labour 2. handles. No. Providing and fixing partition in 8mm thick cement bonded particle Board with country teak wood frame of 70 x 95 mm vertical 1210 mm horizontals at 1210 cm centres in regular panels including applying oil paint of approved colour to Bison Panels and oil painting three coats to wood work (Panel on both sides) Spec.: As directed by Engineer-in-charge. M. stoppers. flats of size 18x5 mm T or E section for runner of minimum 40 x 6 mm size for flange.360. 10521-1983) Spec.G. (I.00 598. Deleted 55 Bd-T 30A Sq. 54 Bd-T 30 Sq. & Item Code 53 Bd-T 29 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Deleted 94 .M.: As directed by Engineer-in-charge. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.00 Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18x9x3 mm minimum size . 511 Providing and fixing partition of asbestos cement sheet of approved make and 6mm thick with country wood frame of 70 x 95 mm verticals at 150 cm centres and 70mm x 95 mm horizontals at 150 mm centre in regular panels including applying oil paint of approved colour to the asbestos cement sheets and oil painting three coats to the wood work complete.M.S. 513 Providing and fixing partition in 8mm thick cement bonded particle Board with country teak wood frame of 70 x 95 mm vertical 1210 mm horizontals at 1210 cm centres in regular panels including applying oil paint of approved colour to Bison Panels and oil painting three coats to wood work (Panel on one side only) Spec.Sr. Deleted 56 Bd-T 30A Sq. 150 fitted with snap headed rivets of minimum size 6mm max spacing of vertical channels be 100mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts. Spec. 00 35. complete.00 290.: Bd-T-67 Page No. Sq.00 300. 465 to 467 Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain/ obscured glass pans and approved type and quality and iron oxidised fixtures and fastening oil paint 2 coats etc. complete. No. 405.540.00 61 Bd-T 34 A Sq.00 200.M.M.585.00 59 Bd-T 33 Sq. 1.: Bd-T-53 Page No. Spec. of various size as per detailed drawings without hot dip coating iron fixtures and fastenings and 3 coats of oil painting etc. No.00 95 .: As directed by Engineer-in-charge.M. 58 Bd-T 32 Sq. No.510. Spec. 509 and As directed by Engineer-in-charge.00 185.: Bd-T-53 Page No. No. 2.580.00 Providing and fixing partition of welded mesh of 3mm dia wires 50mm x 25mm size mesh including integrated nonteak seasoned wood frame 80 x 50 mm of vertical and horizontal scantling and finishing with oil painting 3 coats etc complete.) Completed Labour 920. Spec.: Bd-T-67 Page No. 509 & As directed by Engineer-in-charge.00 62 Bd-T 37 Sq.M. 1. Spec. No. 1.M.Sr.: Bd-5 Page No. Providing and fixing M.S. Spec. complete. for all size including putty etc. 515 Providing and fixing sheet glass of 24 oz. grill door 24 kg/sqm. Spec. & Item Code 57 Bd-T 31 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M. 515 Providing and fixing enclosure frame of welded mesh of 3mm dia wires 50mm x 25mm size including Ghana teak wood frame 80 x 50 mm of vertical and horizontal scantling and finishing with oil painting 3 coats etc complete.00 165.00 60 Bd-T 34 Sq. Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain/ obscured glass pans and approved type quality and iron oxidised fixtures and fastening with guard bars 12mm square 10 cm c/c and oil painting 2 coats etc. No. : As directed by Engineer-in-charge.: As directed by Engineer-in-charge. Spec.: As directed by Engineer-in-charge. 575. R.00 66 Bd-T 42 Sq.00 108.Sr. complete. & Item Code 63 Bd-T 38 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 18.W. Spec.00 Providing and fixing Ghana T.00 68 Bd-T 44 Sq. 1. Spec. 64 Bd-T 39 R.M.M.M.: As directed by Engineer-in-charge. Spec. complete. painting.00 106.00 65 Bd-T 41 Sq. finishing etc.S. 52.00 185. Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16mm dia mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M. Providing and fixing Ghana T.00 140. bedding of size 40 mm x 20 mm to the door frame of size 60mm x 100mm / 110 mm including chamfering finishing with 3 coats of oil painting etc. Spec.) Completed Labour 65. flat of size 40 x 6 mm vertical at center including hold fast & iron oxidised fixtures boxes for fixing 40 x 6mm fixing shutters including welding finishing painting etc. Providing and fixing steel frame door of angle 50 x 50 x 6 mm mild steel bars with 16mm dia horizontally at 10 cm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding finishing painting etc.Mt.M.00 16.340. complete. 930.Mt. Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16mm dia mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.: As directed by Engineer-in-charge. No. Providing and fixing steel frame door of angle 40 x 40 x 5mm with 16mm dia.: As directed by Engineer-in-charge. mild steel bars horizontally at 10 cm c/c for ventilator portion including iron hold fast for the fixing shutters including welding. bedding of size 32 mm x 12 mm to the door frame of size 60mm x 100mm / 110 mm including chamfering finishing with 3 coats of oil painting etc. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc.W. complete. complete.S. 520. Spec. complete.00 96 .00 67 Bd-T 43 Sq. S. multi chamber hollow sections of 20mm/18 mm over all thickness and wall thickness of 1.V.: As directed by Engineer-in-charge. complete.M.C.C. Sq. Deleted 72 Bd-T Sq. frame of size 50 x 75 including polishing etc.M. Spec. at 850 mm from the bottom of the shutter with all accessories etc. Providing and fixing of partitions made up of P. tadipatti 1 No. Providing and fixing cold rolled coils sheet as per IS:513. Tadipatti 1 No. door size .R. The first and last ribs should be 70 mm away from vertical edge of the shutter Handles 2 Nos.W.C. complete.2 mm anticorrosive and weather proof with P. sheet as per IS:513. The first and the last ribs should be 70 mm away from vertical edge of the shutter Handles 2 Nos. fixed at a 1000 mm away from the bottom of the shutter aldrop 1 No.2140x900 mm single C. frame 50 x 50 x 2.C.M.5 mm and middle supports of PVC 64 x 50 x 2.Sr. No.M. Deleted 97 .) Completed Labour Deleted Providing and fixing M. Spec.I. should be fixed at 100 mm from the bottom of the shutter aldrop 1 No.5 reinforced with G. Deleted 71 Bd-T 45 Sq. 1986 of size 2140x900 mm frame of 18 guage sect 100x60x35 mm shutter double sheet of 24 guage single leaf joint by fusion welding at appropriate points with vertical grooves of 15mm wide and 15mm deep at a distance of 45mm.V. multi chamber hollow section 2 mm thick anticorrosive and weather proof with a T. Spec.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge. Spec.V. & Item Code 69 Bd-T Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 70 Bd-T Sq.: As directed by Engineer-in-charge. complete. at 850 mm from the bottom of the shutter out side and inside respectively with all the accessories. etc. 1986 frame of 18 guage sect 100x60x35 mm shutter single sheet of 24 guage single leaf with vertical grooves of 15mm wide and 15mm deep at distance of 45mm. Providing and fixing partition made up of P. 2.945.M 3.25 mm at weight 0.417 Kg/Rmt.645.M. i) Without powder coating with box ii) Without powder coating without box iii) With powder coating with box iv) With powder coating without box Sq. Inter locking section 40 x 18 x 1.417 Kg/Rmt. Spec.25 mm at weight 0. No. Top and side track section 61.469 Kg/Rmt. Sq.488 Kg/ Rmt and top section 40 x 18 x 1. i) Without powder coating with box ii) Without powder coating without box iii) With powder coating with box iv) With powder coating without box Sq. The shutter should be of bearing bottom 40 x 18 x 1.75 x 1.Sr. Top and side track section 92 x 31.75 x 1. Spec. : As directed by Engineer-in-charge.90 mm at weight 0.M.00 2. Sq. complete.00 450.M.00 2.695 Kg/Rmt.025.00 73-A Providing and fixing in position anodised (as per I.00 450. Sq.00 98 .00 mm at weight 0.30 mm at weight 1.637 Kg/Rmt. Inter locking section 40 x 18 x 1.933 Kg/Rmt. complete.00 450.00 3.M. Sq.) Completed Labour Providing and fixing in position anodised (as per I.00 450. as per detailed drawing and as directed by Engineer-InCharge with all necessary aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc.417 Kg/Rmt.417 Kg/Rmt.13 mm at weight 0. Sq.417 Kg/Rmt.580. and window frame bottom track section 92 x 31. The shutter should be of bearing bottom 40 x 18 x 1.S.75 x 1.75 x 1.151.13 mm at weight 0.85 x 31.S.85 x 31.10 x 1.070 Kg/Rmt.25 mm at weight 0.00 2.00 2.780. And handle section 52 x 18 x 1.00 603.M.00 603.22 mm at weight 0. 1868/1982) aluminium sliding window of three tracks with rectangular pipe 95 x 38.25 mm at weight 0.M. Sq.30 mm at weight 0.488 Kg/Rmt and top section 40 x 18 x 1.25 mm at weight 0.00 603. And handle section 52 x 18 x 1.10 x 0.00 3. : As directed by Engineer-in-charge.M.438.220. and window frame bottom track section 61.10 mm at weight 0. 1868/1982) alluminium sliding window of two tracks with rectangular pipe 63 x 38.00 603. & Item Code 73 Bd-T 46 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.650 Kg/Rmt.20 mm at weight 0. as per detailed drawing and as directed by EngineerIn-Charge with all necessary aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc.469 Kg/Rmt. No. screws or dowells etc. Sq.M.00 310. & Item Code 74 Bd-T 47 Unit DESCRIPTION OF ITEMS Providing and fixing 29 mm thick factory made PVC rigid foam panelled door shutters manufactured by M/s Rajshri or equivalent made from MS tube of 19 guage thickness size 19 mm x 19 mm for styles and 15 mm x 15 mm for top and bottom rails. water proof and fire resistant moulded P. sheet with 2.C.M. complete.) Completed Labour 2. labour. 4.00 304.00 76 Bd-T 48 Sq. complete as per manufacturer’s specification and direction of Engineer in charge fixed to the frames with stainless steel hinges of 75 mm size. Providing and fixing PVC door frame made out of extruded PVC section having 53mm x 60mm suitable reinforced with steel to be meter cut at the corners and welded a tie rod will be provided at the bottom. bath shutters) (The item is exclusive of door frame) Spec. Rate for 2010-2011 ( In Rs.: As directed by Engineer-in-charge. Spec.00 75 Bd-T Sq. complete. 3.: As directed by Engineer-in-charge. stainless steel handles 100 mm size including all material. frame welded/sealed to the styles and rails with 5 mm x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc. Spec.: As directed by Engineer-in-charge.Sr. stailness steel tower bolt 100 mm size.S. frame will be fixed to wall by using lug plate. covered with heat moulded PVC “C” channel of 5 mm thick sheet and 30 mm x 50 mm wide to form styles and 5 mm thick and 75 mm wide PVC sheet for top rail. The inner pannels laminated with 2 mm thick termite proof.720.280. 20 mm wide cross PVC sheet as gap insert for top rail and bottom rail panelling of 5 mm thick PVC sheet fitted in the M.M. Providing and fixing Rajshri brand or equivalent factory made 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5 mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5 mm x 2) thick x 30 mm width on other style and bottom rails. 6 raised pannels design in different plain and/or prelam colours on one side after routing the moulded design on flush doors and 2 mm plain and/or prelam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. Deleted 99 . machinery etc. complete (For WC. lock rail and bottom rail on either side and 5 mm thick.V. as per direction of Engineer in charge and manufacturers specification and drawing etc. S. Spec. Deleted 100 . frame will be fixed to wall by using lug plate. reinforcement inside the section.Sr.I.5 mm suitable reinforced with steel to be meter cut at the corners and welded a tie rod will be provided at the bottom. handles. Spec. morties Lock & handles etc. Providing and fixing PVC partition with PVC frame work made out of 50mm x 50mm x 2.8 mm thickness as a top bottom and vertical rail and anodised alluminium ‘H’ type section having dimensions of 23. 78 Bd-T 49 Sq.M. complete. Deleted 80 Bd-T Sq. glass within will be fixed by EPDM Rubber Gasket and glass bead if required will be provided with necessary accessories such as door closer.M.M. screws or dowells etc. & Item Code 77 Bd-T Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. baby latch will be provided to the shutter etc. complete.8 mm thickness for lock rail the shutter infil to be made out of extruded PVC multichamber hallow sections of 200mm x 20mm x 2mm hallow web thickness jointed one another by tongue and groove arrangement necessary accessories such as alluminium tadi pati.5mm) with double groove for 4mm plain glass with G.) Completed Labour Deleted Providing and fixing PVC door frame made out of extruded PVC section having 50mm x 50mm x 2. tower bolt M.5 of 23. hinges anc C. Spec.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge.6mm x 20mm x 1. Sq. hinges.2mm pannelling will be made out of extruded PVC multichamber hallow sections and jointed by tongue and groove methods arranged glass if required will be provided with 4mm.M.M. Providing and fixing PVC door shutter.5 mm middle support by 64mm x 50 x 2. reinforcement and PVC window shutter section made of extruded multichamber hollow with rigid PVC sections DS-173-2 (50mm x 64mm x 2. complete.5 welded at corners and screwed at middle section and pannelling of 18mm over all thickness with 112mm x 18 x 1. No.P.I.6 mm x 60mm x 1.5mm) with the groove of 20mm. Spec. 173-1 (50mm x 50mm x 2. Providing and fixing openable window with PVC outer window frame made of extruded multi-chamber hollow with rigid PVC section D. comprising of anodised alluminium frame work made cut of alluminium 3.: As directed by Engineer-in-charge. Deleted 79 Bd-T Sq. The frame shall be provided with double EDM Gaskets with G. Spec. 658.While arriving at the rate of Item weight @ 6. 82 Sq. Spec. site office. Spec.I. specifications and code of practice prescribed including anticorosive treatment etc.I. & Item Code 81 Bd-T Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. complete.00 290. : As directed by Engineer-in-charge. : As directed by Engineer-in-charge.M. : As directed by Engineer-in-charge. Deleted 83 Bd-T Sq. tie members with red oxide and gray paint etc.M. complete as per I. Sq.5mm) with the sliding wall of 25mm x 12mm with G.00 290.M. Providing and fixing of PVC cabin. reinforcement inside the section.00 107.00 3.5 mm) Glass beading with 4mm plain glass with G. 2.00 84 Bd-T Sq. No. a) Without powder coating b) With powder coating Spec. reinforcement and PVC panelled sliding window shutter of extruded multichamber hollow with rigid PVC H sections SWM-114-1 (46mm x 60mm x 2.00 101 .025. is considered.I. : As directed by Engineer-in-charge./Sqm. Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for any sizes including hold fast hinges.M. Note :.815.S. accessories of alluminium without flooring and supports for additional strength.5 mm and mullion of 64 x 50 x 2.9 Kg.2 mm profiles with windows as 121122 EDT and door and 119/117-A Bd-T with frame as 118A Bd-T with door closer. Sq. complete. telephone booth made up of PVC extructed multichamber frame of 50mm x 50mm x 2.5 mm thickness and panelling and roofing of 18mm x 112mm x 1.Sr.M. Providing and fixing in position alluminium openable window of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick clear float glass etc.) Completed Labour Deleted Providing and fixing sliding window with PVC outer window frame made of extruded multichamber hollow with rigid PVC section SWM-114-1 (30mm x 102mm x 2. secenty cabin zerox cabin. and stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc. a) frame size 60 mm x 100 mm b) frame size 60 mm x 125 mm R. a) Without powder coating b) With powder coating Note :.283. Sq.6524-1983 having 6 mm dia bars 3 Nos.: As directed by Engineer-in-charge. complete.M.M.While arriving at the rate of Item weight @ 6. Sq. complete.M.00 140. Sq.00 294.00 290.00 102 . R.) Completed Labour 2.Sr.00 455.140. complete. Spec.00 290.00 294.655.M. Sq. Spec. Spec.00 140.While arriving at the rate of Item weight @ 6.S.00 2. is considered.530.00 2.: As directed by Engineer-in-charge.9 Kg. & Item Code 85 Bd-T Unit DESCRIPTION OF ITEMS Providing and fixing in position alluminium fixed window fully glazed of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening such as 5mm thick clear float glass etc./Sqm. 425./Sqm.M. No. 2. a) Without powder coating b) With powder coating Note :. is considered.00 87 Bd-T Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.M. Rate for 2010-2011 ( In Rs.00 86 Bd-T Providing and fixing in position alluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick clear float glass etc.9 Kg.: As directed by Engineer-in-charge. 00 175.00 175.00 89 Bd-T Sq. complete. Note : Item No.Sr. No. complete.00 103 . 37 and 71 to 89 under section Bd-T require pre-approval of Superintending Engineer before adoption of these items. Sq.14856 (2000) (reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides.14856 (2000) (reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides.370.) Completed Labour 2. Spec. Providing and fixing fibre glass reinforced polyster door shutter 35 mm thick as per IS. 3. : As directed by Engineer-in-charge. & Item Code 88 Bd-T Unit DESCRIPTION OF ITEMS Providing and fixing fibre glass reinforced polyster door shutter 30 mm thick as per IS. Spec. etc.m. Rate for 2010-2011 ( In Rs.m. etc. : As directed by Engineer-in-charge.198. rails shall be written. 4) Unless otherwise specified items provide for primer coat oil painting. and 35 mm thick panels for both side.Bd-T : DOORS AND WINDOWS NOTES 1) 2) For items of doors and windows iron oxidised fixtures and fastenings with butt hinges are provided. For other types of fixtures and fastenings add percentage as given below per square meter rate of shutter. 5) While-preparing the estimate for doors and windows shutters. scantling shall not be less than 35 mm thick and panels shall not be less than 25 mm thick for one side. 104 . Particulars Butt hinges Double leaf shutter Parliamentary hinges DOORS A) B) C) D) Iron oxidised Alluminium oxidised Brass Brass oxidised -5% 35% 40% 1% 6% 38% 44% WINDOWS A) B) C) D) Iron oxidised Alluminium oxidised Brass Brass oxidised -3% 22% 30% 1% 4% 25% 34% ---------3% 30% 35% 1% 4% 33% 38% Butt hinges Single leaf shutter Parliamentary hinges 3) Unless specified in drawing for all doors / windows / ventilators. sizes of styles. cost of additional coats of oil painting as required is to be paid extra. However the thickness of shutters in such cases shall not be less than the specified against the nearest higher modular size given as below. * Combined width of two shutters in closed position. In case. However the thickness of shutters in such cases shall not be less than the specified against the nearest higher modular size given as below. S = Single shutter and T = Double shutter NOTE 2 . 40 mm for floor finish and 5 mm for clearance all round between the door opening and door frame and 15 mm for rebate all round for the shutter into the frame. the height of the flush door shall be the one given in the bracket. the first number referring to width in modules of 100 mm and the last number the height in modules.In arriving at the standard widths and heights for flush doors.The designation indicates the size of door openig. the modular height is taken from the finished floor level.D = Door.Standard sizes of door frames are covered in IS : 4351-1976 + NOTE 4 . Flush Door Designation 8 DS 20 AND 8 DS 21 9 DS 20 AND 9 DS 21 10 DS 20 AND 10 DS 21 12 DT 20 AND 12 DT 21 Thickness of Shutter (in mm) 25 30 OR 35 35 35 112 . DIMENSIONS OF FLUSH DOOR SHUTTERS DESIGNATIONS OF DOORS WIDTH MM 8 DS 20 8 DS 21 9 DS 20 9 DS 21 10 DS 20 10 DS 21 12 DT 20 12 DT 21 1 1 700 700 800 800 900 900 100* 100* HEIGHT MM 1905 (1945) 2005 (2045) 1905 (1945) 2005 (2045) 1905 (1945) 2005 (2045) 1905 (1945) 2005 (2045) NOTE 1 . Sizes other than the modular sizes as agreed between the manufacturer and purchaser may also be permitted.SPECIFICATIONS FOR WOODEN FLUSH DOOR SHUTTERS Sizes of the door shutters shall generally conform to the modular sizes specified below Sizes other than the modular sizes as agreed between the manufacturer and purchaser may also be permitted. NOTE 3 . an allowance of 60 mm has been made for door frames. No. ventilators etc. 537 Providing and fixing mild steel grill work for windows.00 113 . 2 Bd-U 1A Sq. including fabricating. 537 Providing and fixing mild steel grill railing 15 Kg. 2 Page No.00 4 Bd-U 2A Sq. handrail and the newel post with french polish. 1 Page No. Spec. 727.M.: Bd U.M. 537 Providing and fixing mild steel grill railing 20 Kg. with Ghana teak wood hand rail of size 75mm x 60mm and sill of 75 mm. No. 20 Kg. 1.00 85. necessary welding and painting with one coats of anticorrosive paint & two coat of oil painting complete.00 140.M.M. as per drawing including fixtures.M.: Bd U.00 Providing and fixing mild steel grill work for windows. erecting. 2 Page No. painting the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colours and polishing the sill. No./Sq. painting the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colour and polishing the sill. & Item Code 1 Bd-U 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 15 Kg. Spec. handrail and the newel post with french polish. Spec.250. 537 Sq. No.00 46. erecting. x 25 mm. ventilators etc.U : IRON WORK Sr. No. with Ghana teak wood hand rail of size 75mm x 60mm and sill of 75 mm.Bd . 1. and newel posts for starcases.) Completed Labour 935. x 25 mm.460.: Bd U.00 3 Bd-U 2 Sq./Sq. Spec.00 51. necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete.M. including fabricating.M. 1 Page No.M. fixtures./Sq. fixtures. and newel posts for starcases.: Bd U. as per drawing including fixtures./Sq. : Bd V. laying pipes and back filling the trench complete including excavation. nuts and bolts etc. 3 Page No.Mt. 2 Bd-V 1A R.00 35.00 Providing and laying cast iron pipes of ‘B’ class of 80mm diameter with sockets and spiget ends/flanges and cast centrifugally/vertically including specials. 550 Providing and making flanged connection for the 100 mm diameter cast iron pipe line including painting rubber insertion. No.00 4. nuts and bolts etc.00 12.00 35.00 5 Bd-V 2A No. 3 Page No. complete.00 11. 550 R.00 11. No.00 7 Bd-V 3 No. 549 Providing and making lead joints for 100mm diameter cast iron pipe line including lead and testing. Spec.00 35.00 9 Bd-V 3B No.1 Page No. 550 Providing and making flanged connection for the 150 mm diameter cast iron pipe line including painting rubber insertion. 185.00 6 Bd-V 2B No.00 4 Bd-V 2 No. Spec.Mt. Spec.: Bd V. No. No.: Bd V.: Bd V. complete. Spec. 549 Providing and making lead joints for 150mm diameter cast iron pipe line including lead and testing. Spec.: Bd V.: Bd V. Spec.2 Page No. 64.: Bd V.) Completed Labour 301.1 Page No. 547 Providing and making lead joints for 80mm diameter cast iron pipe line including lead and testing.00 3. 552.2 Page No. nuts and bolts etc. No. Spec.Mt. No. laying pipes and back filling the trench complete including excavation. & Item Code 1 BDV1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 8 Bd-V 3A No.: Bd V. 104. Spec. 547 Providing and laying cast iron pipes of ‘B’ class of 100mm diameter with sockets and spiget ends/flanges and cast centrifugally/vertically including specials. No. 547 Providing and laying cast iron pipes of ‘B’ class of 150mm diameter with sockets and spiget ends/flanges and cast centrifugally/vertically including specials. 443. 549 Providing and making flanged connection for the 80 mm diameter cast iron pipe line including painting rubber insertion. complete. 3 Page No. Spec. No. laying pipes and back filling the trench complete including excavation.Bd .00 3 Bd-V 1B R. No.2 Page No. 69. No.1 Page No.V : WATER SUPPLY AND SANITARY FITTINGS Sr.00 5.: Bd V. 230. 295.00 115 . Sr. No. & Item Code 10 Bd-V 4 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour Deleted Providing and making ferrule connection of 100mm diameter to water main including ferrule Couplings cast iron bell mouth cover and fixing including excavation and reinstatement complete. Spec. No.: Bd V. 4 Page No. 551 Providing & fixing on walls / ceiling / floors, 15mm dia heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 kg/metre with necessary fitting, remaking good the demolished portion and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors, 20mm dia heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/metre with necessary fitting, remaking good the demolished portion and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 15mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 1.25 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 20mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 25mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 2.49 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 No. 11 Bd-V 5 R.Mt. 148.00 36.00 12 Bd-V 5A R.Mt. 188.00 36.00 13 Bd-V 5A 1 R.Mt. 132.00 36.00 ‘ 14 Bd-V 5A A R.Mt. 173.00 51.00 15 Bd-V 5A B R.Mt. 207.00 51.00 116 Sr. No. & Item Code 16 Bd-V 5A C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 246.00 51.00 Providing & laying in trenches 32mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 3.20 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 40mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 3.68 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 50mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 5.17 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 80mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 8.57 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & laying in trenches 100mm dia medium grade having embossed as ISI Mark galvanised iron pipes of 12.43 kg/metre with necessary fitting, remaking good the demolished portion with filling trenches and with primer of anti corrosive oil paint, 2 coats etc, complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors 25 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.01 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 R.Mt. 17 Bd-V 5A D R.Mt. 276.00 51.00 18 Bd-V 5A E R.Mt. 361.00 51.00 19 Bd-V 5A F R.Mt. 508.00 55.00 20 Bd-V 5A G R.Mt. 758.00 55.00 21 Bd-V 5B R.Mt. 244.00 45.00 117 Sr. No. & Item Code 22 Bd-V 5 C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 302.00 46.00 Providing & fixing on walls / ceiling / floors 32 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.89 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors 40 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 4.49 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors 50 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.33 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors 80 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 10.15 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing on walls / ceiling / floors 100 mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 14.74 kg/metre with necessary fittings & remaking good the demolished portion and with primer oil paint and 2 coats etc. complete. Spec. No.: Bd. V. 5 Page No. 551 Providing & fixing for 15 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 R.Mt. 23 Bd-V 5 D R.Mt. 343.00 48.00 24 Bd-V 5 E R.Mt. 366.00 50.00 25 Bd-V 5 F R.Mt. 665.00 55.00 26 Bd-V 5 G R.Mt. 880.00 60.00 27 Bd-V 6 No. Deleted 118 Sr. No. & Item Code 28 Bd-V 6A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour Deleted Providing & fixing for 20 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing & fixing for 25 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing & fixing for 40 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing & fixing for 50 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing & fixing for 80 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing & fixing for 100 mm dia Water Meter with nonreturn valve including stainer, sockets / Union nut and construction of Brick masonry chamber with locking arrangement and lock etc. Spec. No.: Bd. V. 6 Page No. 553 Providing and fixing for 15 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: : Bd. V. 7 Page No. 554 No. 29 Bd-V 6 No. Deleted 30 Bd-V 6 C No. Deleted 31 Bd-V 6 D No. Deleted 32 Bd-V 6 E No. Deleted 33 Bd-V 6 F No. Deleted 34 Bd-V 7 No. 1,529.00 60.00 119 Sr. No. & Item Code 35 Bd-V 7 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 1,695.00 60.00 Providing and fixing for 20 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing for 25 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing 40 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing 50 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing 80 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing 100 mm diameter Water meter with non return valve including stainer, sockets / Union nut and including water meter box making locking arrangement and lock. (without chamber). Spec. No.: Bd. V. 7 Page No. 554 Providing and fixing 15 mm dia screw down bib / stop tap of brass including necessary socket union nut complete. Spec. No.: Bd V. 8 Page No. 554 No. 36 Bd-V 7 B No. 2,898.00 68.00 37 Bd-V 7 C No. 4,114.00 68.00 38 Bd-V 7 D No. 6,680.00 80.00 39 Bd-V 7 E No. 8,930.00 85.00 40 Bd-V 7 F No. 14,350.00 95.00 41 Bd-V 8 No. 150.00 10.00 120 8 Page No. Spec. 554 Providing and fixing 25 mm dia screw down bib / stop tap of brass including necessary socket union nut complete.: Bd V. 9 Page No. No. 554 Providing and fixing screw down 15 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. 555 Providing and fixing screw down for 65 mm dia wheeled stop tap of brass including necessary sockets / union nut complete.00 25.) Completed Labour 190. 555 Providing and fixing screw down for 20 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. No.00 50 Bd-V 9 F No. 555 Providing and fixing screw down for 32 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. Spec.00 48 Bd-V 9 D No. No.00 49 Bd-V 9 E No.00 20. Spec. 555 Providing and fixing screw down for 50 mm dia wheeled stop tap of brass including necessary sockets / union nut complete.00 18. No.00 Providing and fixing 20 mm dia screw down bib / stop tap of brass including necessary socket union nut complete.00 46 Bd-V 9 B No. No. No.: Bd V.00 16. 306. Spec.00 47 Bd-V 9 C No. No.00 10. 8 Page No. No.00 16. 144. No. No.00 19. Spec. 9 Page No.00 121 . Spec. Spec.00 17. 43 Bd-V 8 B No. 9 Page No. 555 Providing and fixing screw down for 25 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. 555 No. 480. 247. 9 Page No.: Bd V. 555 Providing and fixing screw down for 40 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. 222. 9 Page No.: Bd V. 365.: Bd V. Spec. 420. & Item Code 42 Bd-V 8 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: Bd V. Spec. 174.: Bd V.00 45 Bd-V 9 A No.00 44 Bd-V 9 No. 9 Page No.Sr. 9 Page No.: Bd V.: Bd V.00 15. No. No. Deleted 56 Bd-V 11 No. Deleted 53 Bd-V 10A No. 9 Page No. Deleted 54 Bd-V 10B No. 11 Page No. No. Deleted No.: Bd V.00 Providing and fixing screw down for 80 mm dia wheeled stop tap of brass including necessary sockets / union nut complete. Spec. No. 555 Providing and fixing 15 mm dia. 555 Providing and fixing for 20 mm dia gun metal / brass stop tap with crutch / wheel including sockets / union nut and Brick Masonry chamber with locking arrangement and lock. Deleted 57 Bd-V 11A No. 10 Page No. gun metal / brass stop tap with crutch / wheel including sockets / union nut and box chamber with lock complete. No.: Bd V.: Bd V. 10 Page No. Deleted 58 Bd-V 11B 122 .: Bd V. 555 Providing and fixing 20 mm dia.00 29. 11 Page No. gun metal / brass stop tap with crutch / wheel including sockets / union nut and box chamber with lock complete. Spec.: Bd V. 555 Providing and fixing for 25 mm dia gun metal / brass stop tap with crutch / wheel including sockets / union nut and Brick Masonry chamber with locking arrangement and lock. Spec. No.Sr. Spec.) Completed Labour 522. Spec.: Bd V. Spec. 10 Page No.: Bd V. No. Spec. No. 10 Page No. gun metal / brass stop tap with crutch / wheel including sockets / union nut and box chamber with lock complete.: Bd V. No. 11 Page No. & Item Code 51 Bd-V 9 G Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 52 Bd-V 10 No. 555 No. 555 Providing and fixing for 15 mm dia gun metal / brass stop tap with crutch / wheel including sockets / union nut and Brick Masonry chamber with locking arrangement and lock. 555 Providing and fixing 25 mm dia. Spec. 555 Providing and fixing for 32 mm diameter gun metal / brass stop tap with crutch / wheel including sockets / union nut and Brick Masonry chamber with locking arrangement and lock. Deleted 55 Bd-V 10C No. 555 Providing and fixing 100 mm dia chromium plated brass showers rose to 15mm dia supply pipe including necessary bend and socket complete. & Item Code 59 Bd-V 11C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 19 Page No. stop tap for controlling the pressure. Bd V. 1. 556 Providing and fixing drinking fountain including basin. No.closing tap including necessary socket complete. No. water reservoir. 60 Bd-V 12 No.C. Spec. with cover and locking arrangement.00 27. 556 Providing and fixing 15mm dia. Deleted 62 Bd-V 14 No.00 63 Bd-V 14A No.00 30. No. 558 Providing and fixing 45 cm wide mild steel ladder of 40mm x 6 mm mild steel flat stringers and steps of 18mm dia mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30 cm & painting the ladder complete. Spec.00 65 Bd-V 19 Rmt 490. concussion push button type brass / gun metal self . scour pipe.196.) Completed Labour Deleted Providing and fixing 32 mm dia.00 123 . Spec. necessary galvanised iron pipe upto the outside of the wall. Bd V. gun metal / brass stop tap with crutch / wheel including sockets / union nut and box chamber with lock complete. 178. overflow pipe with mosquito proof coupling. No. Spec. Spec. Spec. with plug. 557 Providing and fixing fittings and accessories such as ball cock. 14 Page No.: Bd V. No. 13 Page No.: Bd V. 219. No.Sr.: Bd V. 559 No. 11 Page No.00 335. 12 Page No. Bd V. injet pipe and lead / galvanised iron pipe leading the waste water from the basin up to the outside of the wall. jet. manhole. Spec.00 61 Bd-V 13 No. 14 Page No.00 19. No.closing tap including necessary socket complete. 18 Page No.C.: Bd V. 140. concussion push button type brass / gun metal self . connecting pipes and embedding intake and out take pipes in to the R. 557 Providing and fixing for 25mm dia.00 29.00 64 Bd-V 18 No. self closing tap. No. brackets for fixing the cistern. 1. Spec. soil pipe connection upto the outside face of the wall.V. flushing cistern of 5 litres capacity with fitting. flush pipe with fittings including lead soil pipe.C.C. 24 Page No.V. deleted 70 Bd-V 26 No. lead trap soil pipe connection upto the outside face of the wall.I.Sr. inlet pipes and stop tap.C. fitting. Spec.00 124 .C. 5 litres flushing cistern. 563 Providing and fixing white glazed earthenware lipped flat back/corner type Urinal with P.: Bd V. 67 Bd-V 23A No. lead trap & soil pipe connection upto the outside face of the wall.V. No.00 68 Bd-V 24 No. 23 Page No. flush pipe with fittings and flushing arrangement including lead soil pipe. 25 Page No.V. 23 Page No. 563 Providing and fixing group of two white Glazed Earthenware full stall type Urinal with C.C. lead trap soil pipe connection upto the outside face of the wall. 4. 32 mm dia P.C. lead trap.V.: Bd V. flush pipe with fittings and flushing arrangement including lead soil pipe. 26 Page No. automatic flushing cistern of 5 litres capacity with fitting.C. flush pipe with fittings and spreader arrangement including lead soil pipe.00 175. Spec. 32 mm diameter P. 564 No.00 Providing and fixing White Glazed Earthenware full stall type Urinal with P. flushing cistern of 5 litres capacity with fitting. No.: Bd V. No.00 175.V.864. 562 Providing and fixing White Glazed Earthenware full stall type Urinal with P. deleted 69 Bd-V 25 No. Spec.846. 32 mm dia P.V. inlet pipes and stop tap brackets for fixing the cistern. brackets for fixing the cistern.: Bd V. P. & Item Code 66 Bd-V 23 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.440.C.: Bd V. flush pipe fittings and spreaders arrangement including lead trap and soil pipe connection upto the outside face of the wall.V.V. 32 mm dia P. with fitting.00 175. Spec. brackets for fixing the cistern. inlet pipes and stop tap brackets for fixing the cistern. inlet pipe with stop tap. 562 Providing and fixing coloured glazed Earthenware full stall type Urinal with P. five litres capacity automatic flushing cistern. No. No. No.) Completed Labour 3.C. 28 Page No. Bdv 28 Page No. 27 Page No. brackets for fixing the cistern. etc. Spec.C. brackets for fixing the cistern. deleted 75 Bd-V 29 Rmt 86.V.00 125 . lead trap and soil pipe connection upto the outside face of the wall. automatic flushing cistern of 5 litres capacity with fittings.: Bd V. Spec. 565 Providing and laying 100 mm dia half round white glazed earthenware pipes in 1:5:10 cement concrete bedding including bends.C. deleted 74 Bd-V No.V. 565 No. lead flush pipe fittings and spreader arrangements including lead soil pipe. complete. No.Sr. lead trap and soil pipe connection up to the outside face of the wall. No.C. flush pipe with fittings including lead soil pipe. 29 Page No. P. inlet pipe and stop tap. No.: Bd V.: Bd V. No.) Completed Labour 2.00 175. P. & Item Code 71 Bd-V 27 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec.00 17. lead trap and soil pipe connection up to the outside face of the wall. Spec. lead trap and soil pipe connections up to the outside face of the wall. 565 Providing and fixing a group of 4 white glazed earthenware semi stall type Urinal with cast iron 10 litres capacity automatic flushing cistern with fittings brackets for fixing the cistern. 72 Bd-V 28 No.V. flush pipe with fittings including lead soil pipe.323. deleted 73 Bd-V No. 564 Providing and fixing a group of two white glazed earthenware lipped flat back type Urinal with cast iron 5/10 litres automatic flushing cistern with fittings. lead flush pipes fittings and spreader arrangements including lead soil pipe. inlet pipe with stop tap. 565 Providing and fixing a group of 3 white glazed earthenware semi stall type Urinal with cast iron 10 litres capacity automatic flushing cistern with fittings brackets for fixing the cistern.00 Providing and fixing coloured glazed earthenware lipped flat back/corner type Urinal with P.: Bd V. 28 Page No. No. Spec. & Item Code 76 Bd-V 30 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.C. 2. stop tap and necessary pipe connections including P.00 126 . Spec.00 Providing and fixing white glazed earthenware Wash Hand Basin of 55 cm.00 80 Bd-V 30 D No. 565 No. No. 565 Providing and fixing coloured glazed earthenware Wash Hand Basin of 55 cm. waste pipe and trap upto the outside face of the wall. No.C.C.) Completed Labour 2. 77 Bd-V 30A No. stop tap and necessary pipe connections including P. Spec.: Bd.075. No. Spec. size including cold water piller tap/cold and hot water piller tap brackets. rubber plugs and brass chain. waste pipe and trap upto the outside face of the wall. size including cold water piller tap/cold and hot water piller tap brackets.C. x 45 cm. Spec. x 30 cm. 1. 30 Page No. x 40 cm. 565 Providing and fixing coloured glazed earthenware Wash Hand Basin of 45 cm. x 30 cm.V. stop tap and necessary pipe connections including P. V. 30 Page No. size including cold water piller tap/cold and hot water piller tap brackets. x 40 cm.V.00 510.00 78 Bd-V 30B No. stop tap and necessary pipe connections including P.V. V. waste pipe and trap upto the outside face of the wall.: Bd.C.V. V.: Bd.00 510. rubber plugs and brass chain.00 79 Bd-V 30C No. No.041.: Bd. 30 Page No. V.00 510. 30 Page No. size including cold water piller tap/cold and hot water piller tap brackets. No. 1.910.Sr. 565 Providing and fixing white glazed earthenware Wash Hand Basin of 63 cm. size including cold water piller tap/cold and hot water piller tap brackets.742.082. No.00 510. Spec. rubber plugs and brass chain.: Bd. rubber plugs and brass chain. 565 Providing and fixing white glazed earthenware Wash Hand Basin of 45 cm.V. 2. 30 Page No. waste pipe and trap upto the outside face of the wall. rubber plugs and brass chain.00 510. waste pipe and trap upto the outside face of the wall. V. stop tap and necessary pipe connections including P. I. No.I.00 84 Bd-V 32 No. 2. rolled steel or C.: Bd.100. necessary excavation and jointing complete.I.I. Spec. 82 Bd-V 31 No.00 510. supply and lead waste pipes upto the outside face of the wall. 31 Page No.: Bd. 31 Page No.00 85 Bd-V 32A No. cold water chromium plated screw down bib tap. 504. No. grating bend and piece of C.I. No. tees.I.V. V. Nahani Trap including C. 567 Providing and laying 100mm diameter half round salt glazed stoneware pipes in brick masonry including fittings such as bends. 32 Page No. & Item Code 81 Bd-V 30 E Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Nahani Trap including C. V.I. stop tap and necessary pipe connections including P. x 45 cm. No. Spec. rolled steel or C. Spec. 571 No. V.C. supply and P.00 510. 175. No. waste pipes upto the outside face of the wall. No.00 127 . V.I. pipe upto the outside face of the wall complete.I. 354. 566 Providing and fixing white glazed earthenware sink 450mm x 200mm x 300mm including all connection of the G. rubber plug with chain and stop tap complete. 30 Page No.00 83 Bd-V 31 A No.Sr. rubber plug with chain and stop tap complete.I. brackets.00 86 Bd-V 37 R. 567 Providing and fixing 10cm C. 566 Providing and fixing 8cm C.: Bd.00 Providing and fixing coloured glazed earthenware Wash Hand Basin of 63 cm.00 510. V. 37 Page No. No.300. brackets. V. Spec. single junction.00 95. pipe upto the outside face of the wall complete.: Bd.: Bd.275.C. Spec. rubber plugs and brass chain. 2. 565 Providing and fixing white glazed earthenware sink 600mm x 200mm x 450mm including all connection of the G. Spec.00 16.00 95.) Completed Labour 2. waste pipe and trap upto the outside face of the wall. 32 Page No.V. cold water chromium plated screw down bib tap.: Bd. grating bend and piece of C. size including cold water piller tap/cold and hot water piller tap brackets.Mt. No. 408.NP. V.00 42. fixing with collars in cement mortar 1:1 and refilling the trench complete. double junctions laying.: Bd. single junction. V. single junction.: Bd.: Bd. class of 150 mm diameter in proper line. class of 225 mm diameter in proper line. 573 No. 157.NP. V.NP.Sr. & Item Code 87 Bd-V 38 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. level and slope including necessary collars.Mt.00 50. brick masonry chamber with cast iron lid and cast iron grating for the gully trap.00 50. 235. jointing (including excavation and refilling the trenches) complete. jointing (including excavation and refilling the trenches) complete. 39 Page No. tees. excavation. 39 Page No. 88 Bd-V 39 R.00 45. No.S.Mt. tees.) Completed Labour 695.00 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink. laying. double junctions laying.00 91 Bd-V 41 R. V. Spec. No.S. Spec. connecting glazed stoneware pipe.00 93 Bd-V 41B R. level and slope including necessary collars. 573 Providing and laying for 150 mm dia salt glazed stoneware pipe including fittings such as bends. 38 Page No.00 50. 572 Providing and laying 100 mm dia salt glazed stoneware pipe including fittings such as bends. tees.Mt.00 45.00 42. V. fixing with collars in cement mortar 1:1 and refilling the trench complete. double junctions laying.00 92 Bd-V 41A R. class of 100 mm diameter in proper line.W. laying. No. laying. 573 Providing and laying for 225 mm dia salt glazed S. V.Mt. 41 Page No. jointing (including excavation and refilling the trenches) complete. 41 Page No.: Bd. No. fixing with collars in cement mortar 1:1 and refilling the trench complete. excavation. Spec.00 89 Bd-V 39 A R. Spec.00 128 . pipe including fittings such as bends. 573 Providing and laying concrete pipes of I.S. 41 Page No.Mt. Spec.Mt.: Bd. 39 Page No.00 90 Bd-V 39 B R. excavation. Spec. No.: Bd. 341. 410. single junction. Spec. 221. V. No.: Bd. No. level and slope including necessary collars. 573 Providing and laying concrete pipes of I. 573 Providing and laying concrete pipes of I. Spec. plastering from inside and airtight C.00 129 . 573 Providing & constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G. laying. 2. Spec. pipes. cover. Spec.C.00 470.W.095.S.Mt.00 97 Bd-V 43 A No.00 525. 43 Page No. No. 43 Page No.S.: Bd. 41 Page No. 43 Page No. pipes. Brick Masonry.W. 574 Providing & constructing Brick Masonry Inspection Chamber 90 cm x 45 cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G. Brick Masonry.00 98 Bd-V 43 A No. V.W. No. fixing with collars in cement mortar 1:1 and refilling the trench complete. class of 300 mm diameter in proper line. plastering from inside and C.: Bd. excavation. plastering from inside and with frame fixed in cement concrete with R. V. No.00 60.00 470.00 525.Sr. complete with R. Spec. Brick Masonry.W. 95 Bd-V 43 No. 3.245. plastering from inside and with frame fixed in cement concrete etc.S. pipes. 3.920.: Bd. V.S.00 Providing and laying concrete pipes of I. 574 R.I. Cover. 574 Providing & constructing Brick Masonry Inspection Chamber 90 cm x 45 cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G. V. Brick Masonry.) Completed Labour 555. 3. No. 43 Page No. & Item Code 94 Bd-V 41C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.I.: Bd.: Bd.C. lid 65 kg with frame fixed in cement concrete etc.S.NP. No. complete. V. 574 Providing & constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.C.560.C. No.00 96 Bd-V 43 No. Spec. level and slope including necessary collars. Lid cover 75 kg with frame fixed in cement concrete. pipes. 575 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) Spec.525. nickel plated towel rod etc.00 103 Bd-V 59 No. Spec. No.00 104 Bd-V 60 A R. laying & fixing P. Lead cover with frame fixed in cement concrete.: : As directed by Engineer in charge. 575 Providing & constructing Brick Masonry inspection trap Chamber 90 cm x 45 cm including 1:4:8 C. complete. laying & fixing P. Spec. including necessary excavation. No. No.00 425.C. Cover. Spec.00 8. 9. 495. No.I. V.: Bd V. 575 Providing soak pit of size 120 cm x 120 cm x 120 cm including excavating and filling with brick-bats.C. tees. 32.C.00 525.: Bd. pipe of 20mm dia. with C. No. fixed in cement concrete with R. salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block.00 102 Bd-V 46 No. No. Spec. No. channels half round glazed stoneware pipe channel.00 525. & Item Code 99 Bd-V 44 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.C.Sr. Spec.00 101 Bd-V 45 No. Spec. channels half round glazed stoneware pipe channel.00 Providing & constructing Brick Masonry Inspection trap Chamber 90 cm x 45 cm including 1:4:8 C.C. 45 Page No. etc.V. Providing. trench filling etc.00 8. 46 Page No. salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block. reducers.: Bd V.C. 44 Page No.C.V. clamps. foundation. 1:2:4 C. 44 Page No.040. reducers. complete. No. pipe of 15mm dia.00 48. 576 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16 mm dia. brick masonry plastering inside and outside. with fittings such as bends.00 200. clamps. tees. 475.: : As directed by Engineer in charge. V.Mt.50 130 . brick masonry plastering inside and outside. Providing.: Bd. etc. with fittings such as bends. 100 Bd-V 44 No.870. including necessary excavation. 3.) Completed Labour 4.C. 38. foundation. trench filling etc.50 105 Bd-V 60 B R. : As directed by Engineer in charge.Mt. complete. 1:2:4 C. 00 8. pipe of 50mm dia.Mt.00 108 Bd-V 60 E R. 77.Mt. clamps.00 10. cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc.V.Sr. reducers. Spec.: As directed by Engineer-in-charge. Spec. 1. cleaning etc.00 650. with fittings such as bends. reducers. clamps. Spec.C.00 9. complete. etc. reducers. including necessary excavation. pipe of 75mm dia. trench filling etc. with fittings such as bends. complete. laying & fixing P.00 112 Bd-V 61 Sq.V.: As directed by Engineer-in-charge. Spec.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge.C. including necessary excavation.00 110 Bd-V 60G R.: As directed by Engineer-in-charge.550. complete.) Completed Labour 54. No. with fittings such as bends.V. 207. including necessary excavation.: As directed by Engineer-in-charge. with fittings such as bends. complete.V. laying & fixing P.Mt. including necessary excavation. tees.00 109 Bd-V 60F R. etc. tees.C. 81. reducers. tees. trench filling etc. trench filling etc.00 113 Bd-V 64 No. Providing. Spec.Mt. 513. laying & fixing P.M.: As directed by Engineer-in-charge. complete. Providing.C.50 Providing. tees. Providing and fixing Orissa type white glazed earthenware 575 mm water closet pan including “S” trap with earthenware foot rests.V.00 53. Spec. with fittings such as bends. with fittings such as bends. Providing. clamps. reducers. trench filling etc. trench filling etc. clamps. laying & fixing P. complete.00 9. 113. pipe of 40mm dia. Spec. etc. pipe of 110 mm dia. clamps. trench filling etc. etc. Spec. tees. 107 Bd-V 60 D R. Providing. Providing and fixing partition with kadappa stone of all sizes and 25mm thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polishing. & Item Code 106 Bd-V 60 C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: As directed by Engineer-in-charge.C. reducers. tees. pipe of 25mm dia. complete.Mt.C. including necessary excavation. laying & fixing P. including necessary excavation. 63.00 131 . Providing laying & fixing P. etc.00 10. pipe of 32mm dia.00 111 Bd-V 60H R.Mt. clamps.V. etc. R. complete.00 9. : As directed by Engineer-in-charge. bend.: As directed by Engineer-in-charge. C.V. No.00 119 Bd-V 83 No.: As directed by Engineer-in-charge.I.820.Sr. Providing and fixing 1st class white glazed earthenware “Orissa Type” W. 345.00 570. Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 liters cistern with black backlite seat with all necessary pipe connection etc. 2.) Completed Labour 95.complete. plug.00 116 Bd-V 74 No. complete.: As directed by Engineer-in-charge.594.00 Providing and fixing chromium plated towel rod 16 mm dia and 75 cm. & Item Code 114 Bd-V 67 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.818. dia.00 570. Providing & fixing 40 mm. soil & vent pipe upto the out side face of wall including 100mm. Spec.00 132 .00 117 Bd-V 75 No. complete. Providing and fixing half turn 25 mm dia gun metal flushing cock including all accessories etc.c.00 22. pan including trap.I. Spec.00 25.00 118 Bd-V 77 No. No.00 10.00 610. Spec. 15mm thick 10 litre PVC flushing cistern with all necessary pipe connection etc.: As directed by Engineer-in-charge. Pan 580 mm dia including “P” or “S” trap cast iron soil and vent pipe upto the outside face of the wall (1:5:10) cement concrete bedding 15 mm thick 10 liter P.: As directed by Engineer-in-charge. Spec. C. 115 Bd-V 70 No. flushing cistern with all necessary pipe connection etc.C. Providing & fixing orissa type colour glazed earthenware 625 x 450 mm w. 460. Spec. dia Ball cock medium type with PVC float including sockets & necessary fittings and tested as per municipal requirements etc. 2. 3.C. in length including all accessories complete. complete. complete. Spec. No. : As directed by Engineer-in-charge. flat and locking including three coats of oil paint of approved quality of cast iron frame and cover and strainer complete. dia Ball cock medium type with PVC float including sockets & necessary fittings and tested as per municipal requirements etc. size of brick work in cement mortar 1:6 and 20 cm thick on the bed of cement concrete 1:4:8 and 15 cm thick with necessary excavation in all strata 20 mm thick cement plaster 1:3 proportion cast iron frame and cover and locking arrangement with M. (15 mm. No. dia.) Spec.S. 580 mm W. Pan with ‘P’ trap including C.00 320.00 122 Bd-V 102 Deleted 133 .: As directed by Engineer in charge. complete.00 Providing & fixing 15 mm. Renewing by Providing and fixing new Indian type white glazed earthenware.C. or lime concrete bedding and making good damages making connections to water supply and drainage and making good the deficiencies if any. & Item Code 120 Bd-V 84 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. x 0.5 M.00 25.) Completed Labour 173.C.: Bd V 6 Page No. Providing and fixing water meter with non return valve with water meter chamber 1 M. Spec. Spec. water meter. No. 553 121 Bd-V 96 880. No.Sr. tees.00 lakh xii.001. Tank capacity upto 2. bailing out water etc. single junctions.00 1.00 9. Capacity above one lakh upto 4. Capacity above 4.000 litre Per tank Per tank Per tank Per tank Per tank Per tank Per tank Per tank Per tank 1000 Litre 1000 Litre 1000 Litre 1000 Litre Rate for 2010-2011 ( In Rs. Specification.000litre x. Spec. clamps etc.00 1.000 litre to one lakh xi. Tank capacity upto 20.170.00 lakh xiii. No.000 litre v. washing thrice potassium permanganate at the rate of 2. & Item Code 123 Bd-V Unit DESCRIPTION OF ITEMS Cleaning elevated water storage Reservoir within a given period.50 7.000 litre vii.50 134 . ( Note :.000 litre iv.000 litre Tank capacity upto 2.00 390. Tank capacity upto 7.00 8.C.00 11. coir string and duster.50 gm/sq.00 293.001 to 50.m.00 683.Sr. A) 75 mm diameter pipe B) 100 mm diameter pipe R. Tank capacity upto 5. Tank capacity upto 30.00 lakh upto 7.532.001 to 5. soil vent/waste pipe and with necessary fixtures and fitting such as bends. ii.V. washing by using nylon brush.001 to 10. 124 Bd-V Providing and fixing ___ mm dia stablilliser pipe/ P.) Spec. complete.001 to 30.Capacity of tank to be calculated for area x height between invert of outlet inlet pipe as per Bd-V-155 of Std.00 25.00 1.00 lakh upto 12. cleaning.001 to 40. finally.m.000 litre ix.Mt 300.00 268.000 litre vi. complete. slotted vent.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge.00 463.001 to 7.001 to 15. Tank capacity upto 10. Capacity 50.Mt.001 to 20.00 --------------------------- iii. i.00 lakh.000 litre viii.00 7.0 450. Tank capacity upto 15.) Completed Labour 195. Tank capacity upto 40. R. by using bleaching powder at the rate of 14 gm/ sq. Capacity above 7. complete.V 5 page 551 & as directed by Engineer-in-charge.40 -- 126 Bd-V 5 Providing and fixing on walls/ceiling/floor 15 mm dia.outlet overflow pipe inclusive of all Tanks Capacity between 200 litres to 1000 litres Spec. No. CPVC pipe with necessary fittings.: Bd. complete. Spec.00 129 Bd-V 5C Rmt 183. complete.00 -- 125A Bd-V 134B Litres 6.: Bd. Spec. remaking good the demolished portion etc.00 130 Bd-V 5D Rmt 290.V 5 page 551 & as directed by Engineer-in-charge. Providing and fixing on walls/ceiling/floor 32 mm dia. Spec.: Bd. NEW ITEM Litres Rate for 2010-2011 ( In Rs.00 30. CPVC pipe with necessary fittings. Providing and fixing H. No. complete.00 35.: Bd.00 30.D.00 127 Bd-V 5A Rmt 150. No.00 35. No.: Bd. complete. & Item Code 125 Bd-V 134A Unit DESCRIPTION OF ITEMS Providing and fixing H. No.V 5 page 551 & as directed by Engineer-in-charge.: As directed by Engineer in charge.: As directed by Engineer in charge.V 5 page 551 & as directed by Engineer-in-charge.D. No.00 128 Bd-V 5B Rmt 165. Providing and fixing on walls/ceiling/floor 20 mm dia. Spec. remaking good the demolished portion etc.P Container one piece moulded water tank made out of high density Polyethyler and built corrugated inclusive delivery up to distination housting fixing of accesseries such as inlet .P Container one piece moulded water tank made out of high density Polyethyler and built Corrugated inclusive delivery up to distination housting fixing of accesseries such as inlet . Providing and fixing on walls/ceiling/floor 40 mm dia. Providing and fixing on walls/ceiling/floor 25 mm dia.V 5 page 551 & as directed by Engineer-in-charge. Rmt. Spec. CPVC pipe with necessary fittings. CPVC pipe with necessary fittings.00 30.Sr. 130.) Completed Labour 7.outlet overflow pipe inclusive of all Tanks Capacity above 1000 literes to 20. remaking good the demolished portion etc. remaking good the demolished portion etc. No. remaking good the demolished portion etc. No.00 135 . CPVC pipe with necessary fittings.000 litres Spec. ) Completed Labour 330. No.00 85. Spec. 180. refilling trenches etc. Providing and laying in trenches 50 mm dia. refilling trenches etc.00 32.: Bd.: Bd. & Item Code 131 Bd-V 5E Unit DESCRIPTION OF ITEMS Providing and fixing on walls/ceiling/floor 50 mm dia. fittings.00 134 Bd-V 5 AB Rmt 160. CPVC pipe including necessary excavation. complete.00 35.V 5 page 551 & as directed by Engineer-in-charge. Spec. complete.00 38. complete. Spec. 325. Rate for 2010-2011 ( In Rs. No.: Bd.: Bd.00 132 Bd-V 5A1 Rmt 128. CPVC pipe including necessary excavation.00 40. No. No. complete.V 5 page 551 & as directed by Engineer-in-charge. CPVC pipe including necessary excavation.: Bd.00 38. 195. Providing and laying in trenches 25 mm dia.00 135 Bd-V 5 AC Rmt. complete.V 5 page 551 & as directed by Engineer-in-charge.: Bd.V 5 page 551 & as directed by Engineer-in-charge. refilling trenches etc. No.Sr. fittings.V 5 page 551 & as directed by Engineer-in-charge. No. fittings. Providing and laying in trenches 40 mm dia. No. CPVC pipe including necessary excavation. Providing and fixing 10 cm PVC nahani trap with grating etc.00 137 Bd-V 5 AE Rmt. CPVC pipe with necessary fittings. CPVC pipe including necessary excavation.00 38. refilling trenches etc.V 5 page 551 & as directed by Engineer-in-charge. Rmt. remaking good the demolished portion etc.00 138 Bd-V 32 A No. 145. CPVC pipe including necessary excavation. Providing and laying in trenches 32 mm dia. refilling trenches etc.: Bd.: Bd. refilling trenches etc.00 136 . No.V 32A page 551 & as directed by Engineerin-charge. Providing and laying in trenches 15 mm dia. complete.00 35. Spec. Spec. Providing and laying in trenches 20 mm dia. complete.00 133 Bd-V 5AA Rmt. Spec. fittings. complete. No.V 5 page 551 & as directed by Engineer-in-charge. fittings. Spec. fittings. Spec.00 136 Bd-V 5 AD Rmt 280. 50 131.50 131.50 840. No. No.50 131.: As directed by Engineer in charge. complete. No. 1.35 2125. a) Heavy duty (225 kg) b) Medium duty (140 kg) Rate for 2010-2011 ( In Rs.551 a) 15 milimeter diameter b) 20 milimeter diameter c) 25 milimeter diameter d) 32 milimeter diameter e) 40 milimeter diameter f) 50 milimeter diameter No.50 131. to water main including ferrule couplings cast iron bell mouth cover. No.210.00 141 Bd-V 4 Providing and making ISI Mark ferrule connection of ___ mm dia. 137 . 1. No. elbow and other necessary fitting.Sr. Bd. b uilt in non return valve and fixing including excavation and reinstatement complete.30 5001.00 140 Bd-V Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc.00 89.00 131.20 1327. Spec No.00 1.00 910.560.00 89. a) Heavy duty (160 kg) b) Medium duty (100 kg) No. complete.00 857. No.50 131.: As directed by Engineer in charge.90 7600.00 89. No. No. Spec. finishing etc. Spec. outlet pipe.00 89. V. No. No.05 3028. & Item Code 139 Bd-V Unit DESCRIPTION OF ITEMS Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc.4 page No. Spec.) Completed Labour No.: As directed by Engineer in charge. No.945. 598. No. complete.00 142 Bd-V Providing and fixing stainless steel sink of size 600 x 510 x 200 mm of Nirali or equivalent make including coupling. including forms. including forms. No.8 kg per sq.8 kg per sq.M.cm. 20 mm. complete. (Excluding reinforcement) Spec.M. complete. scaffolding.1 kg to 2.Bd . 2 Page No. 324.M. 425.cm. 582 Guniting by dry mix process as per IS 9012 (1978) to ceiling sofit etc. thick under pressure of 2.00 80. No.cm. (Excluding reinforcement) Spec.00 65. thick under pressure of 2.00 139 . 1:3. (Excluding reinforcement) Spec.: Bd W. (Excluding reinforcement) Spec. No. thick under pressure of 2. floating the surface.M.W . floating the surface.00 Guniting by dry mix process as per IS 9012 (1978) to ceiling sofit etc.M. 1:3. scaffolding. complete. (Excluding reinforcement) Spec. 2 Page No. floating the surface. complete.1 kg to 2. 2 Page No. curing for 14 days etc.M.cm.00 3 Bd-W 2B Sq. No.M. 1:3.1 kg to 2.M. scaffolding.00 5 Bd-W 2D Sq. 50 mm. in C. 582 Guniting by dry mix process as per IS 9012 (1978) to beams in C. curing for 14 days etc. 40 mm.8 kg per sq. complete. 265.00 65. floating the surface. floating the surface.1 kg to 2. 1:3. thick under pressure of 2.8 kg per sq. No.1 kg to 2. 20 mm. 582 Sq.1 : MISCELLANEOUS Sr. thick under pressure of 2. 2 Bd-W 2A Sq. including forms.: Bd W. in C. No.M.: Bd W. 2 Page No. (Excluding reinforcement) Spec. curing for 14 days etc.cm. in C. curing for 14 days etc.8 kg per sq. including forms. 25 mm. 1:3. 582 Guniting by dry mix process as per IS 9012 (1978) to ceiling sofit etc. floating the surface. curing for 14 days etc.: Bd W. including forms. 2 Page No.M.00 80. 25 mm. 285.1 kg to 2. in C. 582 Guniting by dry mix process as per IS 9012 (1978) to beams in C. scaffolding.00 6 Bd-W 2E Sq.00 95. No.00 4 Bd-W 2C Sq. 582 Guniting by dry mix process as per IS 9012 (1978) to ceiling sofit etc.M. 270.00 90. 2 Page No. 1:3. & Item Code 1 Bd-W 2 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.cm.M. complete. including forms.: Bd W. scaffolding. scaffolding. curing for 14 days etc.) Completed Labour 245.8 kg per sq.: Bd W. thick under pressure of 2. 8 kg per sq.00 10 Bd-W 4 R. No.00 Guniting by dry mix process as per IS 9012 (1978) to the vertical surface (other than column) in C.00 9 Bd-W 3 R.: Bd W. 8 Bd-W 2 L Sq.00 122. No. thick under pressure of 2. 1:3.1 kg to 2. No.00 140 . No. 2 Page No. 583 Providing and erecting 1. 2 Page No. 216. 3 Page No. Angles with one coat of red lead primer and two coats of painting etc.00 42.M.. (Excluding reinforcement) Spec. 264.M. fixing post in cement concrete 1:4:8 block of concrete of size 45 x 45 x 45 cm. & Item Code 7 Bd-W 2K Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. complete.5 M C/C including excavating pits for foundation.: Bd W.cm.00 41. 4 Page No. center to center including excavating pits for foundation. complete.1 kg to 2. scaffolding.: Bd W 6 Page No. fixing post in cement concrete 1:4:8 of size 45 x 45 x 45 cm. No.. 1.5 metre high wire fencing with seven rows of barbed wire supported on teak wood round bullies post of 4” dia at 2. Spec.M. 25 mm. fastening the wire and coal tarring wooden post in two coats etc.Sr. Spec.S. C/C and diagonal flats as per the detailed drawing including hinges.M. floating the surface. scaffolding. 1:3. curing for 14 days etc. curing for 14 days etc.: Bd W.: Bd W.M. Angles (50 mm x 50mm x 6mm) at 2. including forms.00 66.5 Metres. complete. Spec.00 65.540. No. 20 mm. 585 Sq. including forms. complete. fastening the wire and painting the M. pivot block locking arrangement welding riverting and oil painting of three coats of approved shade Weight of gate 35 Kg/smt.cm.M.00 11 Bd-W 6 Sq.5 metre high wire fencing with seven rows of barbed wire supported on M.S.M. (Excluding reinforcement) Spec.) Completed Labour 235. 584 Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150 mm. 582 Guniting by dry mix process as per IS 9012 (1978) to vertical surface (other than column) in C. 342. thick under pressure of 2. floating the surface.8 kg per sq. 582 Providing and erecting 1. lifts. Spec. 330. Spec.: Bd. flgures including painting the letter/ figures with approved colour and shade complete. Dismantling brick masonry in Mud and stacking the materials as directed with all leads lifts.M. 587 Removing Other type below 5 metres span from roof and stacking the materials as directed with all leads and lifts complete. 8 Page No. W. complete.00 19 Bd-W 8-9 20 Bd-W 8-10 Sq.00 17. 15. x 60 cm. 587 Removing planking from roof or ceiling and stacking them as directed with all leads and lifts complete.M. W. 6. 240. Sq.00 No. 14 Bd-W 8-4 15 Bd-W 8-5 A 16 Bd-W 8-5 B 17 Bd-W 8-5 C Sq. Spec. ___ plate engraving 10 cm.: Bd. 7 Page No.M.: Bd.00 141 . 8 Page No.50 Cu. No. No. No.: Bd. Spec.600. Spec. 17.00 31. Spec.: As directed by Engineer-in-charge. No.00 515. No. 8 Page No.400. sheet ceiling with frame work including stacking the materials as directed with all leads and lifts complete.Sr.M.00 190. W. W. Spec. No. 587 Removing King Post truss from roof and stacking the materials as directed with all leads and lifts complete.00 No. & Item Code 12 Bd-W 7 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. No. complete. 587 Dismantling flat wooden or A. 587 Removing Queen Post truss from roof and stacking the materials as directed with all leads and lifts complete.: Bd.00 31. Spec.00 15.: Bd.00 190. 515.00 68.50 6.M. : As directed by Engineer in charge. 1.00 13 Bd-W 8-2 Removing double country tiled roof with ridge and with battens and stacking the materials as directed with all leads and lifts complete including removing wood work below. 8 Page No.00 No. No. 587 Removing cloth ceiling including frame work and stacking the materials as directed with all leads. W. W.C. 586 a) Marble year plate b) Granite year plate No. Spec.00 330.00 18 Bd-W 8-8 Sq. 8 Page No. 68.00 240. 8 Page No. No. height letter. W.) Completed Labour Providing and fixing 90 cm.: Bd.00 2. M. complete. complete. Cu.00 175.) Completed Labour 93.: As directed by Engineer-in-charge. 168.00 168.00 Sq. complete.00 93. complete. Removing brick bat coba including stacking the spoils as directed with all leads lifts. Spec.M. Spec.00 46. Spec.: As directed by Engineer-in-charge.: As directed by Engineer-in-charge. No.M.00 24 Bd-W 8-14 25 Bd-W 8-15 26 Bd-W 8-16 27 Bd-W 8-17 28 Bd-W 8-18 29 Bd-W 8-19 Cu.00 80.00 38.: As directed by Engineer-in-charge. complete. Removing doors and windows with frames and stacking the materials as directed with all leads lifts. 175. Removing wooden or A. 46.00 Cu.00 No. Dismantling stone masonry in mud including stacking the materials as directed with all leads lifts. 115. partition including frame work and stacking the materials as directed with all leads. Removing rich mix cement concrete including stacking the spoils as directed with all leads lifts. Removing ventilators and small windows with frame and stacking the materials with all leads lifts.M. Removing lime or lean cement concrete including stacking the spoils as directed with all leads lifts.00 Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads lifts.M.00 Cu. 38. 12. Spec. complete.M.00 142 . Spec.00 280. Spec.: As directed by Engineer-in-charge. lifts.Sr. & Item Code 21 Bd-W 8-11 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. complete.00 Cu.: As directed by Engineer-in-charge. 280. 22 Bd-W 8-12 23 Bd-W 8-13 Cu. complete.C. Dismantling stone masonry in lime or cement including stacking the materials as directed with all leads lifts. complete. Spec.M.: As directed by Engineer-in-charge. Spec.: As directed by Engineer-in-charge.00 12. 80.: As directed by Engineer-in-charge. Spec.00 115.00 No. : As directed by Engineer-in-charge. lifts.Sr. Spec.M. 20. Dismantling wooden floor including beams and joints stacking the materials as directed with all leads lifts. lifts.00 34 Bd-W 8-24 Sq.00 R. complete. Removing trap stone from floor without bed concrete including stacking the materials as directed with all leads. 11.M. complete. No.M.00 7.C. Spec. Removing cement tiles. lifts. Removing wire fencing with iron / C.00 15. Removing cement or lime plaster including disposing of the spoils as directed with all leads lifts. : As directed by Engineer in charge.: As directed by Engineer-in-charge. 15. Spec. Removing wire fencing with wooden post and stacking the materials with all leads lifts.00 10. complete. 4. Sq.M. complete. Spec. Removing Shahabad or Tandur stones from floor with out bed concrete including stacking the materials as directed with all leads.00 Removing teak wood trellis work with frame including stacking the materials as directed with frame including stacking the materials as directed with all leads. complete. : As directed by Engineer in charge.00 35 Bd-W 8-25 36 Bd-W 8-26 37 Bd-W 8-27 38 Bd-W 8-28 Sq.M. : As directed by Engineer in charge. or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads. complete.00 R. 31 Bd-W 8-21 Sq. complete. Deleted 33 Bd-W 8-23 Sq.M. : As directed by Engineer in charge. Spec.00 13.M. : As directed by Engineer in charge. : As directed by Engineer in charge. 7.00 Sq.00 11.M. Spec. complete. complete.00 4. Spec.00 13.) Completed Labour 10.00 32 Bd-W 8-22 Sq. lifts. Spec. lifts. Removing mud plaster including disposing of the spoils as directed with all leads lifts. & Item Code 30 Bd-W 8-20 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 13.M.00 143 . : As directed by Engineer in charge. fencing posts and stacking the materials as directed with all leads. Spec.00 20. 13. or iron posts and stacking the materials as directed.00 45 Bd-W 8-36 46 Bd-W 8-37 47 Bd-W 8-38 R. Spec. Removing purlins from roof including stacking as directed with all leads and lifts etc. complete. complete.M. 430. No.C. Spec.C.00 3.C. Removing matting from roof and stacking as directed with all leads lifts etc. : As directed by Engineer in charge. 34. Spec.00 52. Removing cast iron or wrought iron or A.50 Cu. 3.50 6.00 43 Bd-W 8-34 R. R. Spec. stoneware pipes and stacking them as directed with all leads lifts.00 44 Bd-W 8-35 Removing single country tiled roof with battens and stacking the materials as directed with all leads and lifts etc. 6.50 R.M. complete. Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge.M. as directed and stacking them with the specified leads as directed. : As directed by Engineer in charge.00 20. R. : As directed by Engineer in charge.C.C.M. 6. work 1:2:4 and sorting out the materials such as steel etc.00 52.00 21.00 430.50 R.M.00 Sq. or C.50 6.00 34.M. b) 900 mm dia and above. 6.M. 20. & Item Code 39 Bd-W 8-29 40 Bd-W 8-30 41 Bd-W 8-31 42 Bd-W 8-34 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec. : As directed by Engineer in charge. complete.00 Removing iron pipe railing having wooden R. : As directed by Engineer in charge.00 144 . Removing earthen.50 6. No. Sq. Spec. : As directed by Engineer in charge.) Completed Labour 21. : As directed by Engineer in charge. complete. Spec.00 7. : As directed by Engineer in charge. complete. Spec. a) Upto 900 mm dia.M.M. pipe and stacking them as directed with all leads lifts.Sr.C. Spec. Removing battens from roof and stacking them as directed with all leads and lifts etc. 7. Dismantling the R. : As directed by Engineer in charge. with frame including disconnecting the sanitary and water supply connections removing the same carefully and stacking the serviceable materials as and where directed including of throwing the unserviceable materials out side. Spec.Sr.H.C. Spec. 28.00 53 Bd-W 16 No. Providing and erecting chain link fencing 1:6 M.00 104. Spec. Providing and fixing Jute Kanthan (Tarat) screen to the scaffolding for external guniting as directed including removing the same after the work is over etc. Angle of 40 x 40 x 6 mm size embedded in C.S. chain link of size 50 x 50 mm 8 guage thick and fixed 75 mm above Ground level vertical M.00 28. at 1.75 M. removing and breaking flooring and bed concrete around pan removing the same carefully and stacking the serviceable materials as and where directed including of throwing the unserviceable materials out side.00 52 Bd-W 15 No.50 51 Bd-W 12 R. Removing Urinal Pans or W. & Item Code 48 Bd-W 8-39 49 Bd-W 8-40 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 8. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every comer or bends embedded in concrete blocks of 1 : 4 : 8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. Spec. No.S. Spec. No.50 5.I. Spec.M. Removing cloth partition with frame work and stacking the materials as directed with all leads and lifts etc.00 Removing rafters from roof including the materials as directed with all leads and lifts etc. Sq. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.00 6.00 62.) Completed Labour 6. block of 1 : 4 : 8 mix of size 450 x 450 x 670 mm. c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M. 27.C.: As directed by Engineer in charge.50 50 Bd-W 9 Sq. R.M. 5. complete.348.S. Removing W. complete.: As directed by Engineer in charge. 1.00 145 . complete.M. No. Pans including disconnecting the sanitary and water supply connections. complete. height with G. : As directed by Engineer in charge. As directed by Engineer in charge.M. : As directed by Engineer in charge. 62.B. : As directed by Engineer in charge. 50. removing the same after rain is over (size of bamboos 50 mm to 75 mm. round base plate 25 mm.: As directed by Engineer in charge.5 meter below ground level with 40 kg charcoal and salt with alternate layers of charcoal and salt and G. long) Spec.3 cm with cadmium plated nut bolts to fix earthing stip burried in specially prepared earth pit 1.00 12.I.00 10.00 1. 41. Spec. Spec.840. Providing and fixing grass chhapper (roof) with necessary bamboos and karve frame with 75 mm thick grass etc. 55 Bd-W 64 Sq.S. No.00 56 Bd-W 65 Sq.Sr.00 Providing and erecting 1. thick at bottom embeded in cement concrete 1:3:6 foundation of size 45 cm dia x 45 cm in Height and providing earthing with copper earth plate of size 60 x 60 x 0. : Bdw-3.00 57 Bd-W 66 Sq.00 58 Bd-W 71 Sq. Providing and fixing Bamboo Matting screen for partition with bamboo sticks. dia and 3 M to 3. Providing and fixing grass chhapper (roof) with necessary bamboos and karve frame with 75 mm thick grass etc. pipe 40 mm dia 2 metre length burried in earth upto earthing plate remaining portion above ground level for watering and refilling complete.00 22. pipe pole ‘B’ Grade 50mm dia.: As directed by Engineer in charge.2 mt. No. Spec. 1. 46. Providing and fixing lightening conductor system comprising of errecting Air-Termination consisting of tubular copper rod of 25 mm dia.: As directed by Engineer in charge. No. long) Spec. of reqd length with M. long (Heavy Duty) welded or clamped to G.: Bd-W 1 page 581 Note: Copper strip from Lightening conductor to pit is not considered in this item R. 583 Providing and fixing rain tattis with bamboos and karve grass with 75 mm thick grass and removing the same after rain is over (size of bamboos 50 mm to 75 mm. removing the same after rain is over (size of bamboos 25 mm dia and 3 M to 3.2 meter high wire fencing with five rows of barbed Wire supported on mild steel angle post including excavation of pits of foundation concrete fixing the post in (1 : 4 : 8) cement concrete block and fastening the Wires.5 M. dia and 3 M to 3.293. No.M.M.5 M.M.) Completed Labour 350.M.00 146 .00 59 Bd-W 91 No. dia and 10 mm. long) Spec. Page No. No. & Item Code 54 Bd-W 63 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: As directed by Engineer in charge.M. 75.00 55.2 mm thick with multiple points head 1. No.00 20.I. No. 10.5 M. holes at four corners on one side and four corners on other side at a down ward angle of about 45% at the junction of wood work and masonry and injecting 150 ml.M.S.70 --- 64 Bd-W Sq.: As directed by Engineer in charge.M. 35. : As directed by Engineer-in-charge. finishing with paint necessary mortar bedding of 1:3 cement mortar to get exact line and level including watering and curing etc. Hephoclore at the rate of 7. 35.M. R. Providing preconstructional antitermite treatment as per I.5 percent of Aldrin per square meter of surface area covering 10 years guarantee.00 Providing and fixing in position alluminium strips of size 50 mm.5 liters emulsion concentrate per hole and sealing the same with proper filling & covering 10 years guarantee. Spec.5 percent of Clorophyriphas/ Hephoclore per square meter of vertical surface area covering 10 years guarantee. of chlorodane 5% W. Spec. & Item Code 60 Bd-W 112 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 6313 (Part-III) by drilling 6 mm dia. complete.M.: As directed by Engineer in charge. 53.2 of 1. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 liters of emulsion concentrate of 0. diametre about 30 percent of Clorophyriphas/20 E. : As directed by Engineer-in-charge. bending and cutting to the required shape and size. complete covering 2 years guarantee. 61 Bd-W Sq.Sr. No. Providing antitermite treatment to the wooden frames of doors/windows of the existing building as per I.55 --- 63 Bd-W Sq. Providing preconstructional antitermite treatment as per I.S. Spec.C.) Completed Labour 122.5 liters of emulsion concentrates of 0. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 7. No.Mt.C. Providing preconstructional antitermite treatment as per I.20 --- 65 Bd-W Per Frame 25. Spec. Providing preconstructional antitermite treatment as per I.00 25. Spec. 6313 (Part-II) by treating the bottom surface and sides for excavation clorophyriphoas/lendene at the rate of 5 liters of emulsion concentrates of 0.70 --- 62 Bd-W Sq. x 3 mm for nosing the steps including fixing with screws and raval plugs.70 --- 147 . : As directed by Engineer-in-charge. 6316 (Part-I) to the soil along the external face of building by punching holes of 1.S. 67. Spec.5 percent of Hephoclore per square meter of surface area covering 10 years guarantee. and sealing by filling putty etc.M.5 C.S.S. No. : As directed by Engineer-in-charge. Sr. No. & Item Code 66 Bd-W Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 14.70 --- Providing antitermite treatment to the joints of wooden beams / joint used for the roof work of the existing building as per I.S. 6313 (Part-III) by drilling 6 mm dia. holes at a downward angle of about 45% at the junction of wood work and masonry and injecting 80 ml. of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee. Spec. No.: As directed by Engineer-in-charge. Providing antitermite treatment to the sides of flooring of the existing building as per I.S. 6313 (Part-III) by purching holes 6mm dia. drilled at a distance of 30 cm. centre to center and inhecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole and sealing by filling putty etc. complete covering 2 years guarantee. Spec. No. As directed by the Engineer-in-charge. Providing antitermite treatment around the periphery of the existing building as per I.S. 6313 (Part-III) by excavating trenches of 20 cm. width and exposing the sides of columns and plinth beams upto a depth of 300 mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 liters per Rmt. and refilling the trenches etc. complete covering 2 years guarantee. Spec. No. As directed by the Engineer-in-charge. Providing general pest control services to the building to control the nuisance of cockroaches, lizards pin bores and other insects etc. with 4 operations in a year and monthly check up. Spec. No. As directed by the Engineer-in-charge. Providing general pest control services to small size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. Spec. No. As directed by the Engineer-in-charge. Providing general pest control services to big size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. Spec. No. As directed by the Engineer-in-charge. Labour charges for removing grass thorney shurbs, jungli shurb Kubabul and a like grass along road side making the ground clean by showel and phavaras etc. complete. Spec. No. As directed by the Engineer-in-charge. Per Joint 67 Bd-W Per hole 7.80 --- 68 Bd-W R.Mt. 20.80 --- 69 Bd-W Sq.M. 11.45 --- 70 Bd-W No. 58.95 --- 71 Bd-W No. 120.95 --- 72 Bd-W Sq.M. 8.30 8.30 148 Sr. No. & Item Code 73 Bd-W Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 2.45 2.45 Removing grass gazer grass and disposing off out of building premises including making clean the ground by showel and pharas etc. complete. Spec. No. As directed by the Engineer-in-charge. Labour charges for applying two coats of alluminium paint for flag-post including preparing the surface and primer coat etc. complete. Spec. No. As directed by the Engineer-in-charge. Providing and fixing crimped wire G.I. mesh of size 20mm x 20 mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc. complete. (excluding cost of structural steel) Spec. No. As directed by the Engineer-in-charge. Providing and fixing in position 165 mm thick thermocole expanded polyterine, insulating meterials of normal duty in layers of 75 mm thick and 90 mm thick required each having 16 grams / Ltr. density for ceilling / walls cladding of deep freeze including C.T.W. pegs, battens, providing and applying hot bitumen of 85/25 grade to the insulation including fixing alluminium foils as vapour burnor etc. complete as directed. Spec. No.: As directed by the Engineer-in-charge. NEW ITEM Sq.M. 74 Bd-W No. 210.00 210.00 75 Bd-W Sq.M. 550.00 50.00 76 Bd-W Sq.M. 1,412.00 --- 77 Bd-W Dismantling existing brick bat coba in the W/C and toilets including removing the dismantelled stuff outside the rooms, including stacking and cleaning surface etc. complete. Spec. No.: Bd.W. Providing and erecting ‘Y’ type barbed wire fencing with seven rows of wire with 2.45mm dia G.I. Coil (Rezan/ concentina wire 0.75mm dia) with hot dip and G.I. coated hooks as per drawing supported on M.S. Angle 50 x 50 x 6mm at 2.5 mtr. c/c including fixing and fastening with wire, painting M.S. Angles with one coat of red lead primer and two coat of oil paint etc. complete. No. 618.00 618.00 78 Bd-W Rmt. 580.00 42.00 149 Sr. No. & Item Code 79 Bd-W Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 370.00 87.00 Providing and fixing copper strip 25 mm wide and 3mm thick for lightening conductor including fixing with screws required scaffolding etc. complete. Note: Item does not include lightening conductor and earthing pit. Spec. No.: Bd-W-1 Page No. 581 and as directed by Engineer-in-charge. Rmt. 150 BR : BRIDGE WORKS Sr. No. & Item Code 1 BR 3 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.) Completed Labour 135.00 135.00 Excavation for foundation including shoring and struting as necessary and disposing off excavated stuff as directed in earth, soils of all types, sand, gravel, soft murum etc. including dewatering. Spec. No.: BR. 3 Page No. 102 Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed including dewatering. Spec. No.: BR. 3 Page No. 102 Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed including dewatering. Spec. No.: BR. 3 Page No. 102 Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed including dewatering. Spec. No.: BR. 3 Page No. 102 Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff as directed in hard rock (blasted). Spec. No.: BR. 3 Page No. 102 Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff as directed in hard rock (by controlled blasting). Spec. No.: BR. 3 Page No. 102 Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff as directed in hard rock chiselled and wedged or line drilled. (excluding dewatering). Spec. No.: BR. 3 Page No. 102 Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff as directed in laterite rock. Spec. No.: BR. 3 Page No. 102 Cu.M. 2 BR 3 B Cu.M. 153.00 153.00 3 BR 3 C Cu.M. 187.00 187.00 4 BR 3 D Cu.M. 337.00 337.00 5 BR 3 E Cu.M. 472.00 315.00 6 BR 3 E Cu.M. 480.00 315.00 7 BR 3 F Cu.M. 795.00 795.00 8 BR 3 G Cu.M. 480.00 470.00 187 Sr. No. & Item Code 9 BR 3 G Unit DESCRIPTION OF ITEMS No. Rate for 2010-2011 ( In Rs.) Completed Labour 2,074.00 278.00 Providing and fixing 25mm dia. steel anchor dowel in hard rock including drilling hole of 32 mm dia upto 0.75 mtrs. depth, placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. Spec. No.: As directed by Engineer-in-charge Dewatering including diversion of stream providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as required. a) Abutments Spec. No.: BR. 4 Page No. 103 Dewatering including diversion of stream providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as required. b) Piers Spec. No.: BR. 4 Page No. 103 Dewatering including diversion of stream providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as required. c) Returns Spec. No.: BR. 4 Page No. 103 Dewatering for foundation for 2 lane box wall or raft in sandy slushy area depth upto 3 mtr. using suitable pumps including cost of quotation transportation to site for any road and lift etc. complete. Spec. No.: BR. 4 Page No. 103 & As directed by Engineer-in-charge -- do -- single lane Spec. No.: BR. 4 Page No. 103 & As directed by Engineer-in-charge 10 BR 4 A No. Deleted 11 BR 4 B No. Deleted 12 BR 4 C No. Deleted 13 BR 4 D R.Mt. Deleted 14 BR 4 D R.Mt. Deleted 188 00 57.0 BHP Pump c) By using 10. Cu.00 2.00 189.00 38.00 90. excavation bedding. Cu. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu.M.0 BHP Pump b) By using 5.m.M. Cu.00 38. No.0 to 9. soling.00 93. & Item Code Unit DESCRIPTION OF ITEMS NEW ITEMS Rate for 2010-2011 ( In Rs.00 528. No.M.00 189 . No.: BR.Sr.) Completed Labour 15 BR 4 A Dewatering including diversion of stream providing coffer dams bunds etc.583.623. compacting and curing. foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. 4 Page No. centering.00 38. 294.M.00 71.00 Cu. Spec. For post monsoon flow. 103 A) For all sorts of soil. providing coffer dams.0 to 19. 105 and B-7 Page No.M.00 90. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required.M. 2.M.: BR.00 151.00 136. (including formwork.00 90.00 528. PCC and concreting etc. 123. Cu.0 BHP Pump Hour Hour Hour 53. 104.) (Cement 4. 4 Page No. earthern bunds etc.00 453.: BR.M.M. No.00 90. a) By using 3. 105.05 bags/ cu. i) Abutment ii) Piers iii) Returns iv) Raft & Cut off walls B) For all sorts of soil in perinnial river i) Abutment ii) Piers iii) Returns iv) Raft & Cut off walls Cu.00 16 BR 4 B Dewatering on BHP basis by using water pump including diversion of stream.) Spec. Cu. Note: Prior approval of Superintending Engineer will be necessary to propose this item for any work. Cu. 5 Page No.00 ---- 17 BR 5 A Providing & laying in situ M-10 cement concrete of trap/granite/quartzite/gneiss metal in foundation including necessary bailing out water.00 362. Spec. as may be necessary for piers and abutments.00 38.M. Cu. complete. compacting and curing.: BR. Spec.629.M 2. fabricating & setting out Mild steel cutting edges for R.M.00 520. abutments wings etc.00 2.00 6.: BR.M Cu.688.38 a) With natural sand b) With natural sand & crushed sand 50% each 20 BR 8 M.00 19 BR 6 Providing uncoursed rubble trap/granite/quartzite/ gneiss stone masonry in cement mortar 1:5 for foundation of piers. No.M.: BR. 8 Page No.00 528.c.00 520. 5 Page No. 109 and B-7 Page No.) complete.00 21 BR 9 A Cu. (including formwork.268.c.00 528. No.m. 108 Providing & laying in situ M-10 c. No. of trap/granite/ quartzite/gneiss metal in the hollow of the steel curbs including compaction by vibrating and curing complete.00 23 BR 10 Providing. No.00 3. Cu.C. Cu.00 506.133. & Item Code 18 BR 5B Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 2.T.679. complete. well curbs as shown on the detailed drawings.00 520.: BR.00 2. Spec.) Completed Labour Providing & laying in situ 1:3:6 cement concrete of trap/granite/quartzite/gneiss metal in foundation including necessary bailing out water.00 49. 109 a) With natural sand b) With natural sand & crushed sand 50% each Cu.) Spec. 52. 2.00 22 Br 9 B Providing and laying in situ 1:3:6 c. of trap/granite/ quartzite/gneiss metal in the hollow of the steel curbs including compacting by vibrating and curing complete (Cement 4.00 2.719.: BR. including bailing out water striking joints and watering complete. launching.C. Cu.00 520.236. 6 Page No. No. fabricating. etc. 9 Page No.M.573.05 bags/cu.669. Spec.T.M. complete. Spec. No.533.M. M. floating and grounding in position steel curbs for wells with necessary steel bracings and steel cutting edges as shown in the detailed drawings. 105 Providing.230. centering.: BR. Spec. 10 Page No. 105 a) With natural sand b) With natural sand & crushed sand 50% each Cu.Sr.etc.00 1. 110 190 . 9 Page No. No. & above 100% extra for rate.13 Page No. large scale dewatering heavy chiselling. RM. of trap/granite/ quartzite/gneiss metal in well steining including compacting by vibrating finishing and curing complete (excluding reinforcement and including shuttering).00 415. 112 and B-7 Page No. No.) Spec. Add 60% extra for rate. No. No. 3.957.M.M.999.C.m. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu.Sr.00 415. Add 30% extra for rate.130. except rock which can be removed by grabing and chiselling soft disintegrated rock which required special efforts.380. cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacles and use of necessary plant and machinery divers etc.M.477. i) Well Dia upto 5 metres ii) Well Dia above 5 m and upto 6 metres iii) Well Dia above 6 m and upto 7 metres iv) Well Dia above 7 m and upto 8 metres NOTES (A) Depth upto 10 M.00 191 . and proper seating of the wells etc. including blasting.350.00 15. RM. RM.00 40.) Completed Labour Providing & laying in situ M-20 R. Cu.M. 14 Page No. Add 40% extra for rate.00 3. 13 Page No. complete. Spec. 34. (B) Depth upto 15M. (D) Depth 20 M.00 89740.m. (Cement 6. finishing and curing complete (excluding reinforcement and including shuttering).800.: BR. a) With natural sand b) With natural sand & crushed sand 50% each Cu.820. 112 and with additional specification for controlled concrete. 3. (C) Depth upto 20 M.00 415.519.00 29. & Item Code 24 BR 13A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 3.50 bags/cu.00 50.00 415.90 bags/cu.) Spec.00 22.00 25 BR 13 B Providing & laying in situ M-25 rainfoeced cement concrete of trap/granite/quartzite/gneiss metal in well steining including compacting by vibrating. Cu. No.: BR. 113 RM.300.120. (Cement 8.00 65.00 26 BR 14 Sinking the wells for foundation through all strata.: BR.C. Cu. No. with cement mortar 1:1 upto 2. (32 mm dia steel Rod of 4. No. Cu.M.under water Spec. depth in to rock. 113 Providing steel anchor dowels at the base of the well including drilling holes of 60 mm dia.5 M. 18 Page No.689.) Spec. Spec.38 a) With natural sand b) With natural sand & crushed sand 50% each Providing and filling in well with sand / rubble and sand / single and sand including compaction between the top and bottom plugs. 122 Providing & laying in situ M-10 C. Cu. including drilling dia. 16 Page No. No..90 bags/cu.00 32 BR 18 33 BR 19A Cu.649. 2.) Spec. depth.) Spec. No. of trap/granite/ quartzite/gneiss metal for top plug of wells including compaction by vibration and curing. No.00 31 BR 17 B Cu. 60 mm holes upto 2.: BR.00 192 .000.5 M.00 3.5 m.123 & BR 7 Page No.: BR. including placing dia.Sr. No. 120 Providing & laying in situ M-15 C. Spec. 17 Page No. length grouted upto 2. 5. into staining and effectively grouting the hole with cement mortar 1:1 proportion and including provision of necessary ducts through staining. 5.00 356. Spec.m.5 m.38 a) With natural sand b) With natural sand & crushed sand 50% each .0 m.00 585. 120 and BR 7 Page No.M. 120 and BR 7 Page No.00 30 BR 17 A Cu.M. 3. 16 Page No.00 136.014.M.393.00 2. of trap/granite/ quartzite/gneiss metal for the bottom plugs of wells in the dry condition including compacting and curing wherever necessary.M. Cu.300. No. (Cement 4. 17 Page No.00 540.00 1.014.M.. 14A Page No.: BR.: BR. 38 a) With natural sand b) With natural sand & crushed sand 50% each 28 BR 16 No. in the hole and 4.170.210. well foundation in hard rock encountered during sinking by chiselling in water. (Cement 5.do .00 29 BR 16 A No. & Item Code 27 BR 14 Unit DESCRIPTION OF ITEMS Cu.00 m.C.00 585.00 3. depth in rock. 32 mm steel Bars 2.C.00 585.00 585.00 411.M.00 Extra charges for sinking of various dia.00 540. No. placing the dowels in position and effectively grounting the holes.05 bags/ cu.M. Rate for 2010-2011 ( In Rs.: BR 19 Page No.) Completed Labour 1. 120 Providing steel anchor dowels through Steining of the wells.432.m.: BR.: BR.00 560. 3. 00 491. etc.M. bailing out water and watering masonry complete Spec.C. well/pile cap including necessary formwork compaction by vibrating.: BR. Spec. (Cement 5.) Completed Labour Providing & laying in situ M-15 R.M.00 35 BR 25 Providing coursed rubble trap/granite/quartzite/gneiss stone masonry in cement mortar 1:4 for abutment.00 193 . 127 and BR 7 Page No.00 2. & Item Code 34 BR 24 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. wings. abutments.M. Cu. No. returns.932.C. 26 Page No.C.m. 25 Page No. 3. returns. Cu. including compacting by vibrating and curing complete. No. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. with khandki faces and rubble facing with struck joints for rubble backing including scaffolding. 125 Providing coursed rubble trap/granite/quartzite/gneiss stone masonry in cement mortar 1:4 for piers with khandki facing pointing with cement mortar 1:3 on all sides including cut and ease water necessary scaffolding.891. No.) Spec.00 3. finishing and curing complete (excluding reinforcement and including shuttering). 127 Providing & laying M-10 cement concrete of trap/ granite/quartzite/gneiss metal for cast in situ piers. 27 Page No. of trap/granite/ quartzite/gneiss metal for R.m. (excluding finishing with cement plaster) including formwork and bailing out of water.300. 38 a) With natural sand b) With natural sand & crushed sand 50% each 36 BR 26 Cu.M. Deleted 37 BR 27 a Cu.90 bags/cu. 124 & BR 7 Page No.00 Deleted 491.00 644. No.: BR. (Cement 4.M. (upto 4 m height).258.05 bags/cu. Cu.: BR. wings.) Spec. No.00 644. head walls etc. bailing out water & watering masonry complete.M.Sr.C. 2.: BR 24 Page No. m. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. 127 & BR 7 Page No. etc. wings. (Cement 4.00 644.: BR.M.: BR.788.00 2.m. abutments.) (Cement 6. caps over piers and abutments. wings. returns.90 bags/cu. with plums 15 percent (excluding finishing with cement plaster and dewatering) including formwork and bailing out of water. Cu.M.: BR.00 3. No.M.00 644. including compacting by vibrating and curing complete (excluding finishing with cement plaster) including formwork and bailing out of water. Cu. etc. No. 129 and BR.00 644. with projection including necessary scaffolding formwork. 27 Page No. 3. wings.M.05 bags/cu.m. 3. returns. (upto 4 m height) (Cement 6. returns. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. 7 Page No.679. 3.M. abutments.C.00 194 .) Spec. abutments. (upto 4 m height). (upto 4 m height).00 41 BR 29A Providing & laying in situ M-20 controlled concrete of trap/ granite/quartzite/gneiss metal for R. compacting by vibrating.446.00 644. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu.) Spec.00 3. finishing and curing complete.M.) Spec. No.00 40 BR 27 C Providing & laying controlled M-20 Cement Concrete of trap / granite/quartzite/gneiss metal for cast in situ piers.m.735.00 491. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. & Item Code 38 BR 27A b Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 644. No.90 bags/cu.) Spec. etc.747.775. (excluding reinforcement and including centering.00 39 BR 27B Providing & laying M-15 Cement Concrete of trap granite / quartzite gneiss / metal for cast in situ piers. 127 & BR 7 Page No.M.90 bags/cu.Sr. 29 Page No. 127 and BR 7 Page No.C.00 3.: BR.00 491. Cu.M. including compacting by vibrating and curing complete. (excluding finishing with cement plaster) including formwork and bailing out of water. including compacting by vibrating and curing complete.00 644. No. (Cement 5. 27 Page No. 27 (a) Page No. 2.636. Cu.488.) Completed Labour Providing & laying M-10 Cement Concrete of trap/granite/ quartzite/gneiss metal for cast in situ piers. bending.TMT . No.C.00 491.236.00 491. 46. Cu.00 3. will be necessary for Item No. 43/44.00 4. No.C. Spec.00 3. M.i) Prior approval of S. 4. concrete block below the bearing including scaffolding compaction by vibrating.M.D. steel bar for reinforcement as per detailed drawings for all R.) Completed Labour -.No.133.00 46 A 46 B M.00 195 .537. Spec.M.C. works.cm.E. No.117.do -.275.M. : BR.do -. Cu. 3.30 439. 129 and BR. 35 Page No.without projection. Cu. hooking.00 1. (excluding reinforcement and including formwork. 35 Page No. 46. 134 -.50 bags/cu.FE .15 44 BR 34 A 45 BR 35 M.00 46 BR 35 A M.Y.415 -.: As directed by Engineer-in-charge. 130 and BR.Sr.00 0.: BR. 38 a) With natural sand b) With natural sand & crushed sand 50% each Providing and fixing neoprene bearing as per detailed drawings.717.181.181. 30 Page No. Spec. Cu. tieing in position and laying H. finishing and curing complete.500 Note :.FE . No.181.m.: BR.: BR.T.00 43 BR 30 Cu. tieing in position and laying mild steel bars for reinforcement as per detailed drawings for R. 7 Page No. 134 Providing and cutting. ii) Steel to be used should be procured from authorised agents of main producers for item No.00 3. Deleted 48.00 439. hooking. bending.S.C. 29 Page No.TMT . works.T.do -. Spec.T. 38 a) With natural sand b) With natural sand & crushed sand 50% each Providing & laying in situ M-25 controlled cement concrete of trap/granite/quartzite/gneiss metal for the R.) (Cement 8.579.M.00 3.C. 7 Page No.C.) Spec.T.44-B. Providing and cutting. & Item Code 42 BR 29B Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 00 1. steel reinforcement bars by bottle nuts including supplying and fitting them in position etc. dia Spec.00 49 BR 36 A No.: BR. steel reinforcement bars by bottle nuts including supplying and fitting them in position etc. work including ramming.m.054. finishing in cement plaster and excluding reinforcement) (Height upto 4 m) (Cement 6. 542.S.00 252.00 1.32 mm.S.m.054.No. Cu. No.90 bags/cu.: As directed by Engineer-in-charge.D.403.054.D. (including formwork centering. 134 Providing & laying in situ M-20 controlled cement concrete of trap/granite/quartzite/gneiss metal for the R.00 52 BR 38 A 2 Providing & laying in situ M-20 controlled cement concrete of trap/granite/quartzite/gneiss metal for the R. No.00 196 .) Spec. complete. 4. work including ramming.00 97.7 Pg.135 & BR.00 252. finishing and curing complete in solid/deck slab etc.) Completed Labour 47 BR 35B a Providing and joining by mild / H. Cu.M. 7 Page No.290. dia.) Spec. 134 Providing welded joints of steel reinforcement bars above 32 mm dia.38 a) With natural sand b) With natural sand & crushed sand 50% each No. diaphragm etc. 126. 25 mm. No.Y.M. 432. complete. 36 Page No. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 48 BR 35 B b No. 4. finishing and curing complete in main / cross girders.38 (b & c) Page No. 36 Page No.C. No.00 1.C.Y.054.: BR.) (Cement 6.00 51 BR 38 A 1 Cu.: BR.: BR. 131.00 1.C.: As directed by Engineer-in-charge. finishing in cement plaster and excluding reinforcement) (Height upto 4 m.363. vibrating.C. dia Spec.M. vibrating. Providing welded joints for steel reinforcement bars for 25 mm and 32 mm. No.135 & BR. Providing and joining by mild / H.90 bags/cu.M.00 4. (including formwork centering.38 (a) Page No.00 97.Sr. Spec.38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. Spec.250.00 50 BR 36 B No.00 4. (including formwork centering. work including ramming.00 54.C. etc.M. 1.00 1.00 54 BR 38 D Cu.3% ii) Add for height above 6 mtrs & upto 8 mtrs . 52.C.00 1. No.: BR. 138 Providing expansion joints with 25mm thick bitumi-nous pad as per detailed drawing.00 Sq. 38.: BR. No. 51. Spec. 138 Providing Copper plate expansion joints as per detailed drawing No. & Item Code 53 BR 38 C 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.640.: BR.) Spec.) Spec.38 a) With natural sand b) With natural sand & crushed sand 50% each Providing & laying in situ M-30 cement concrete of trap/granite/quartzite/gneiss metal for the R.00 1.00 1. 43 Page No. 43 Page No.7 Page No.20 bags/cu.15% iv) Add for height above 10 mtrs & upto 20 mtrs .090.M.00 5.135 & BR.477. finishing in cement plaster and excluding reinforcement) (Height upto 4 m) (Cement 9. 2.: BR.C. finishing in cement plaster and excluding reinforcement) (Height upto 4 m) (Cement 8. Cu. 39. 1. No.M.7 Page No.M.C.) Completed Labour Providing & laying in situ M-25 cement concrete of trap/granite/quartzite/gneiss metal for the R.054.M.00 4. 135 & BR. 43 Page No.Sr.C. plate expansion joints as per detailed drawing No. No.00 1.50 bags/cu.: BR.00 463.M.00 55 BR 38 D Cu. 4 / D-1 of 1972 ‘B’ type. 53.) (Cement 9. 4.00 197 .054.475. No.00 54. (including formwork centering. 38 (a) Page No.054. vibrating. (including formwork centering. Cu.38 a) With natural sand b) With natural sand & crushed sand 50% each Providing & laying in situ M-30 cement concrete of trap/granite/quartzite/gneiss metal for the R. finishing in cement plaster and excluding reinforcement) (Height upto 4m.20% Providing M.00 4.130.054.M. 4. 40.00 56 BR 43 A 57 BR 43 A 58 BR 43 B R.016.S. vibrating.38 a) With natural sand b) With natural sand & crushed sand 50% each Note: For item Nos. 4 / D-1 of 1972 ‘D’ type.7 Page No.C. 5.M.00 1.: BR.38 (b & c) Page No.00 mtrs in following manner: i) Add for height above 4 mtrs & upto 6 mtrs .00 R. 138 Cu.054.20 bags/cu.680.5% iii) Add for height above 8 mtrs & upto 10 mtrs .) Spec. finishing and curing complete in solid/deck slab etc. 54 and 55 basic rates shall be increased for heights above 4. vibrating.7.m.135 & BR. No. finishing and curing complete in solid/deck slab etc. work including ramming. work including ramming.38 (b & c) Page No. 37. Spec. diaphragm. Cu.M.m. Spec.m. No.054.893. finishing and curing complete in main/cross girders.851. ) Spec. 44 Page No.00 349. 3. Cu.c.100. 142 Providing and laying in situ M-20 R. Spec.068. No. 48 Page No. 60 BR 45 Cu.00 1. formwork finishing and curing complete. Spec. 38 a) With natural sand b) With natural sand & crushed sand 50% each Providing vent holes 100 mm dia. No.026. 2.00 3.00 508. No. Spec.00 80.00 4. curing complete.568.M.: BR. No.M. including scaffolding. of trap/ granite / quartzite / gneiss metal including compacting.00 384. G.) Spec.M Cu.90 bags/cu.00 2.00 61 BR 46 62 BR 47 Aa Cu.C.m. No. 139 Providing and laying in situ 1:4:8 cement concrete of trap/granite/quartzite/gneiss metal for haunch filling including compacting.140. No.: BR. Spec.M.00 1. 7 Page No. No. 139 a) With natural sand b) With natural sand & crushed sand 50% each Providing trap / granite / quartzite / gneiss rubble filling over haunches and arches including hand packing.C. of ballast walls.00 27. 140 Providing and laying in situ M-20 c.M. Cu.00 63 BR 48 64 BR 50 a Cu. 7 Page No.00 508. Cu.m.I. kerbs. 38 a) With natural sand b) With natural sand & crushed sand 50% each Cu. 140 and BR. 143 and BR.) Completed Labour Deleted Providing coursed rubble trap/granite/quartzite/ gneiss stone masonary in cement mortar 1:5 for Head Walls with Khandki facing and cement pointing 1:3 for khandki faces and rubble facing with struck joints for rubble backing including scaffolding and watering masonary complete.: BR. compaction. 50 Page No. & Item Code 59 BR 44 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. finishing.: BR.Sr. (excluding reinforcement) (Cement 6.528.00 349. No. 4.037.: BR. 46 Page No.00 198 .037.00 450. curing and filling in joints with bitumen complete for wearing course 8 cm thick.90 bags/cu. of trap granite/ quartzite/ gneiss metal for RCC work.: BR.M.M. box returs etc. 47 Page No. (Cement 6.M. 45 Page No. pipe in the slab and wearing course with iron grill at the top and galvanised iron pipe at bottom as per drawing. M 450.90 bags/cu.M 2.I. of trap/granite/ quartzite/gneiss metal with cast in situ/precast panels as per the detailed drawing including reinforcement. railing of cast in situ R.M. 151 R. Spec. 3.C. No.00 68 BR 55 No. 7 Page No.00 300. scaffolding. pipe provided at 30 on centre to centre including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting.: BR.) Completed Labour 837. posts with M-20 c. 56 Page No.: BR.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm dia.00 80. 51 (a) Page No. M. 145 and B-7 Page No. 51 (c) Page No. finishing and curing etc. formwork.c.S. complete.00 199 .00 107. of trap/granite/quartzite/gneiss metal and for horizental and vertical member as per detailed drawing including reinforcement. 57 Page No.-51 (b) Page No. No.: BR.00 67 BR 51 E a RM 1. compaction. Spec.: BR. No. finishing and curing complete. parapet with M-20 c. 145 Providing R.M Rate for 2010-2011 ( In Rs. scaffolding.647.00 69 BR 56 Sq. 38 Providing galvanised iron 100mm diameter water spouts as per drawings.: BR 55 Page No.C.00 105.c.025.00 912. No.m.C. Spec.) Spec. No.00 116. curing of concrete etc. No. complete. 38 Providing railing of mild steel angle post 2M centre to centre of section 75mm x 75 mm x 10mm or equivalent I/ channel section of height 1. 538. 150 Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 cement mortar border. centering. No. centering. bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of 40mm ‘B’ class G.00 66 BR 51 B R. (Cement 6. 150 Providing trap/granite/quartzite/gneiss rubble filling behind the abutment. Spec. compacting.C.Sr.500. returns or wings.00 70 BR 57 Cu. & Item Code 65 BR 51 A a Unit DESCRIPTION OF ITEMS Providing R. Spec.C.: BR. formwork.C. 144 and BR. (Cement 5.526. depth of standing water for single lane bridge. curing. 90. No.As directed by Engineer-in-charge. Sq. finishing etc.486.C. No.000.20.00 76 BR Sq. a) with earth b) sand Spec.00 644. No.00 72 BR 59 a Cu.m.m.721.As directed by Engineer-in-charge.00 3. centering compacting by vibrator and finishing curing complete. 7 Page No.C. No. cross girder etc.906. Precast/ cast in situ (Cement 10.) Spec.9 metre thick metal mat of rubble oversize metal for specified thickness as per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. including centering and scaffolding or launching including necessary plant & machinery for the job shuttering. No.: BR.: .00 75 BR No.M. No.-38 Page No. No.00 475. depth of standing water for two lane bridge. No.As directed by Engineer-in-charge. a) with earth b) sand Spec.000. complete.00 5. 135 & with B. Spec. complete.671.90 bags/cu. & Item Code 71 BR 59 a Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. a) With natural sand b) With natural sand & crushed sand 50% each Cu. 3. 107 Providing tar paper bearing pad including fixing etc. complete.: .00 942. 7 P.: .) Spec.20 bags/ cu.M Cu.310. vibrating.: BR.00 200 . 38 a) With natural sand b) With natural sand & crushed sand 50% each Providing any laying in situ controlled grade of M-15 of trap stone metal for R. 74 BR No.M 5.00 75.00 45. 88.7 Page No.Sr. No.00 Deleted 11. works in cut off walls / curtain walls including necessary scaffolding.00 942. 107 Providing islands for laying steel curb or cutting edge of wells upto 3 mtr.00 Deleted 16.00 73 BR 62 Providing 0. Spec. 1.M.M Cu. Providing islands for laying steel curb or cutting edge of wells upto 3 mtr.M.) Completed Labour Providing and casting special grade in M-35 controlled cement concrete for prestressed concrete work for main girder including slab.00 644.: BR. No. m.: As directed by Engineer-in-charge. (Note : Item includes use of air compressor.: As directed by Engineer-in-charge. 650.00 --- 82 BR Kg. spalling area by chipping out the damaged spalled or honey combed portion of concrete upto behing rebars with rusting.: As directed by Engineer-in-charge. 563. scale and loose materials scaffolding compressed air. Providing epoxy mortar for repairs to the cracked piers girders. including chipping the loose and cracked concrete cleaning rust by means of wire brush sand blasting and rebuilding the section giving minimum 3 days compressive strength of 525/kg/cm2 with all materials. Providing 30 c.: As directed by Engineer-in-charge. a) For Strand Spec.00 Cu.00 50.Sr. Spec.00 3. Spec. Spec. Providing and injecting epoxy grout including structuring of crack in the body of slab girder by sand blasting fixing inlet tube arrangements including cost of materials. Spec. 1.900. 440. machinery equipment scaffolding labour etc.102. etc. 86.T.M. complete as directed.00 --- 80 BR Cu. labour charges. complete. cleaning of all rust. Repairing of honey combed area.M.) Completed Labour Providing and fixing in position to exact profile and prestressing high tensile strands of specified ltimate strength standard end anchorages.: As directed by Engineer-in-charge. complete as directed.00 148. fine sand/course sand and trap metal in suitable proportion by weight including weighing.: As directed by Engineer-in-charge.00 83 BR Sq.M. deep sump in hard rock in wells. 311. grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. chipping machine and scaffolding for height of 8 to 10 meters) Spec.573.00 --- 81 BR Sq.: As directed by Engineer-in-charge.32. M. Providing epoxy coating in primer 2 coats to the stone or concrete surfaces including cleaning by sand blasting brushing cost of materials. Spec. complete. 1.49. No.000. centering equipment etc. cable ducts. complete. machinery etc. labour. labour. etc.00 22. and sand blasting for applying the tack coat of epoxy as directed and giving minimum 3 days compressing strength of 525 kg/cm2 including necessary form work with all materials.M. machinery required for the work.00 201 . & Item Code 77 BR Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M.00 78 BR 79 BR Cu. Providing and laying epoxy concrete using epoxy. equipment etc. complete as directed. mixing placing compacting inclusive of cleaning the surface by the wire brush. ( Note : 4 layers of 20 mm thickness cement mortar and scaffolding included in this item.R.) Spec. lifts near expansion joints etc.: As directed by Engineer-in-charge. for R.Sr.840.M.C. ( Note : This item includes jacketting to piers of existing bridge. Repairs to expansion joints by removing rich mix cement concrete including stacking the spoil as directed with all leads. The polymer considered is of sikalatex similar type with relevant specifications. & Item Code 84 BR Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. This item includes scaffolding required for height of 8 to 10 meters.00 942.: M. complete.M. 1500. Providing and laying polymer modified cement sand mortor in the proportion of 1 polymer 2 cement 6 smooth silica sand over scurrified cement sand mortar in maximum 12 mm thickness for finishing smooth upto the existing surface of concrete as per specification etc.00 118.O. Deleted --- 86 BR Sq.810.M.: As directed by Engineer-in-charge. 85 BR Sq. 4.00 Providing and applying well mixed polymer cement slurry (polymer cement ratio 1:2) over well soaked but surface dry concrete and steel rebar for adhesion of fresh cement and sand mortar as per specification and as directed etc.T & H 12. Providing applying repair mortor of thickness as per site condition and in a mix of 1:3 (1 cement : 3 sand) over freshly applied polymer cement slurry including keeping upto 8 to 10 mm short of outer surfaces and scurryfying the exposed surface for mechanical bandage of polymer modified mortar as per specification complete.636. Providing and laying M-35 grade c.00 4.M.) Spec.: As directed by Engineer-in-charge. No. This item includes scaffolding for height of 8 to 10 meters.) Completed Labour 385.: As directed by Engineer-in-charge. 1700 & 2100 a) With natural sand b) With natural sand & crushed sand 50% each Sq.M.) Spec. compelete.00 202 . Cu.00 22.00 942. Deleted --- 87 BR Sq.) Spec. ( Note : Item included use of polymers like sikalatex or similar materials of relevant specification and scaffolding for height 8 to 10 meters. No.M. jacketting around the piers etc.c.C.) Spec. ( Note : use of equipments like Air compressor is considered in the item. 1.00 88 BR Cu.8. ( Note : Quartz sand is considered. complete. 00 1.: M.240. & H. Spec.M.342.M. Deleted --- 91 BR Metre 8. R. No.00 203 .763.080.00 625.739.M. No.00 366.056.00 10. cast in situ ________ bored piles each of load capacity as per design and of specified diametre of as directed. R.00 443. R.M.431. ( Note : 2 Kg.M.00 3.969.077. R.056.M.: As directed by Engineer-in-charge. R.M.00 92 BR Providing M-30 R.00 4.) Completed Labour 1.00 381.00 28.M.852.00 557. R.00 873. 1.305. 90 BR Removing rich mix cement concrete including disposing off the spoil as directed of complete.M.00 2.00 2.00 3. This item includes). No.M. & Item Code 89 BR Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. R.585. fixing it inlet to be arrangement including cost of materials.00 479.00 5.M.881.494.00 1. Providing Elastometic expansion joints as per detailed drawing.00 5.980.00 394.00 6. of grout is consider per hole.00 4.M. R.642.00 2.C.00 862.M. Spec.00 1. complete.: As directed by Engineer-in-charge.00 697.00 119. R.00 Providing and injecting epoxy grout including structuring of cracks in the body of slab girder. R.MoRT&H-1100&1700.00 449. R.R.: BR-21 Page 124. Spec.C. R. R.00 6. a) b) c) d) e) f) g) h) i) j) k) l) m) n) o) p) q) r) 450 mm dia 475 mm dia 500 mm dia 525 mm dia 550 mm dia 600 mm dia 625 mm dia 650 mm dia 750 mm dia 800 mm dia 825 mm dia 900 mm dia 975 mm dia 1000 mm dia 1050 mm dia 1100 mm dia 1200 mm dia 1500 mm dia R.00 2.413.M.00 602.M.00 779. machinery required for the work labour charges etc.M.00 356.794.O. R.00 806.00 1. R. No. excluding providion of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shall etc.00 410.M.M.017. Cu. R.515. Spec.555. R.Sr.T.00 3.M. placed through steel shell sunk to the required depth through all strata except rock.00 1. 788. R.M. R.004.519. cutting the M.00 3. & Item Code 93 BR Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 449. R.00 1.00 10.00 381. 4th Revision No. excluding providion of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shall etc. R.838.S.995.00 873.M. No.00 697. R.C.265.5 metre length of bottom including fabricating. R.00 394.513. sheet to required diametre and shape. R.: BR-21 Page 124.M. R.00 6.M.00 479. Spec No.) Completed Labour Providing M-35 R.00 3. Tonne 1.M.104.781. R. 1204&1904.00 625. R.00 862.00 2.1600&1700. Spec.00 3.00 5.I. R.818.: MORT&H C.515. R.M.00 7.00 353.M.366.M.M.078. placed through steel shell sunk to the required depth through all strata except rock.M.00 2.056.609.S. R.00 602. cast in situ ________ bored piles each of load capacity as per design and of specified diametre of as directed. placing and driving in position 6 mm thick permanent M.S.997.M.00 52. cutting edge of 0. R.00 1.907.00 2.00 3. a) b) c) d) e) f) g) h) i) j) k) l) m) n) o) p) q) r) 450 mm dia 475 mm dia 500 mm dia 525 mm dia 550 mm dia 600 mm dia 625 mm dia 650 mm dia 750 mm dia 800 mm dia 825 mm dia 900 mm dia 975 mm dia 1000 mm dia 1050 mm dia 1100 mm dia 1200 mm dia 1500 mm dia R.MoRT&H-1100.00 4.00 1.00 1.878.Sr.00 1.00 5.M.00 557. No. R.668.613. liner upto required depth with 12 mm thick M.00 443.00 806.M.C. R.00 366.330.M. 204 .M.M.M.00 94 BR Providing. complete. welding the joints and driving with the help of required machineries including all matrials.00 4. labour and lift etc.00 410. complete.456.00 5.M. R.00 779. No.) Completed Labour 588. wings.00 3 CD 3 B Providing & laying in situ cement concrete of 1:4:8 proportion with trap / granite / quartzite / gneiss metal in foundation including necessary formwork compacting and curing etc.00 492. 4 Page No. 160 a) With natural sand b) With natural sand & crushed sand 50% each Cu.620.M. No.: CD. Spec. abutments. 162 5 CD 6 Cu.00 Providing rubble filling of trap / granite / quartzite / gneiss stones foundations including hand packing filling gravel / sand in the voids etc.165.: CD. Spec.00 816.00 2. No. 159 Providing & laying in situ cement concrete of 1:3:6 proportion with trap / granite / quartzite / gneiss metal in foundation including necessary formwork compacting and curing etc. 6 Page No.M.00 183 .00 4 CD 4 Providing trap / granite / quartzite / gneiss rubble stone paving 15 cm.125.581. parapet etc.00 519.: CD 3 Page No.00 148. Cu.M. No. 2.M.00 492.: CD.00 519. 160 Providing uncoursed rubble trap / quartzite / gneiss stone masonry in cement mortar 1:5 for piers. Spec. Cu. complete. headwals.M. complete.688.M. Spec. 1 Page No. 1.CD : CROSS DRAINAGE WORKS Sr. complete.00 2.00 246.M. No. No. including striking joints of the non exposed faces and pointing the exposed faces with cement mortar 1 : 3 including scaffolding and watering masonary complete including bailing out of water. Spec. thick in 1:3 cement mortar over a bedding of 15 cm.: CD. 2. 3 Page No.00 506. & Item Code 1 CD 1 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 160 a) With natural sand b) With natural sand & crushed sand 50% each Cu. Sq. 2 CD 3 A Cu. returns. thick cement concrete 1:4:8 proportion with trap / granite / quartzite / gneiss metal including striking joints and watering complete. m. Dia. curing complete.M.00 3.M.M. e) for 1200 mm.351.00 210. 7 Page No.: CD.) Completed Labour Providing and laying cement concrete pipe of I.486. 162 (a) 450 mm.00 4. level & slope including providing. R.00 7 CD 7 B A Providing and laying cement concrete pipe of I.00 519.683.Pipes considered at Sr. Spec.M.00 321.6 & 7 are to be brought from approved unit of M.M. Dia. No. 2. c) for 900 mm. R. Dia.I. No.C.00 258. R.D.00 519.00 184 .Sr.) Spec. fixing collars in cement mortar 1:2.00 7.00 219. curing complete.M. level & slope including providing.241.: CD. 163 a) With natural sand b) With natural sand & crushed sand 50% each Cu.R. No. in proper line. Dia.856.00 2. Dia.S. Dia.00 144. R. No. finishing and curing complete. NP-3 class of required dia.M.00 345. Dia.M.M.M.829.00 3.S.00 168. (Cement 4. (b) for 600 mm.00 154.00 5.00 4.00 2. compaction. 2. R.514.402. Spec.M. d) for 1000 mm. 1.652. R. & Item Code 6 CD 7A A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.S. R. NP-2 class of required diameter in proper line.M. No.00 1. 8 Page No.M. 162 a) for 600 mm.699. 7 Page No. f) for 1200 mm.670. Dia. R. (c) for 800 mm.S. (e) for 1000 mm.05 bags/Cu. Dia.00 Note:. R.00 197. 8 CD 8 Providing cast in situ block of 1:3:6 cement concrete with circular or other shaped opening for waterway including necessary formwork.784.00 275. (d) for 900 mm. Dia. fixing collars in cement mortar 1:2.00 277. R.044. Cu.: CD. b) for 800 mm.00 5. Dia. R. Cu.00 2.) Spec. finishing.c.M. and mild steel bar reinforcement. complete.m.20 bags / cu.M. Spec. Deleted 12 CD 15 B Cu. No.) Spec. 15 Page No.00 330. to 20 cm.122. 20 Page No. guard stone including (1:2:4) M 15 c.00 120.C. curing and complete for approach slab (excluding reinforcement) (Cement 5.M. Cu.140.100.: CD.M.00 10 CD 14 Providing selected hard murum filling including laying in layers of 15 cm.00 13 CD 27 Providing & fixing stream lined R.m. curing and scaffolding complete. 169 185 . No. 3.) Completed Labour Providing and laying in situ 1:4:8 cement concrete of trap / granite / quartzite / gniess metal for haunch filling including forms.00 68. 168 & B-7 Page -38 a) With natural sand b) With natural sand & crushed sand 50% each 11 CD 15 A Cu.163. No. curing and filling joints with bitumen complete for wearing course 8 cm. No. 14 Page No.M.: CD.: CD. 168 & B-7 Page -38 Providing and laying in situ M-15 cement concrete of trap / granite / quartzite / gneiss metal including compacting. compacting.00 285. thick (excluding reinforcement) (Cement 5.) Spec.C. 2.M.00 492. 13 Page 167 a) With natural sand b) With natural sand & crushed sand 50% each Cu. Spec.90 bags/Cu. watering and compacting complete.00 507. No. No. 15 Page No.00 3.00 492.90 bags / cu. (Cement 3.: CD. 1:2 prop.Sr.M. & Item Code 9 CD 13 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: CD.m.00 507. 167 Providing and laying in situ M-15 cement concrete of trap / granite / quartzite / gneiss metal including compacting finishing in C. No. Cu. 1:3:6/M-10 cement concreted for head walls of C. 2. complete.) Spec. 3.) Completed Labour NEW ITEMS 14 CD Providing cast in situ C. & Item Code Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: Bd-E-7 a) With natural sand b) With natural sand & crushed sand 50% each Cu.05 bags / cu.170. compaction finishing and curing complete. including necessary form work.00 492. Cu.210. Cu.00 3.00 Cu.670. compaction and curing etc. 8 Page 163 a) With natural sand b) With natural sand & crushed sand 50% each 15 CD Providing and casting in situ plain cement concrete 1:2:4 of trap metal for coping to head walls/ parapet including centering.Sr.m.708.M.D. (Cement 4. work/ retaining walls etc.C.M.00 519. No.00 492.M. No.M. No.00 2.00 186 .00 519. form work.: CD. Spec. 4.11 Sq.6 and 501. No.M. primer at the rate of 0. & H.M. & H .00 23.3 % Bitumen for Grading (40 mm nominal size) i) 60/70 Grade ii) 30/40 Grade .M.00 0.) Completed Labour 23.R.O.60 kg/sqm using mechanical means.504 50 / 75 mm compacted thickness with 3.65 22. Sq.) Spec.213. b) 5 Kg/10 Sq. & H.: M.35 20. No.T.T.503 1) 60/70 Bulk a) 3 Kg/10 Sq.R.) Spec.BITUMINOUS CONSTRUCTION Sr. surface Spec. 13.: M. 2) 80/100 Bulk a) 3 Kg/10 Sq.M. Cu.T.00 4. laid over a previously prepared surface with paver finished to the required grade.O.11 0.R.M. & H . Cu.M.: M. No.370.M.M. 14.O. b) 5 Kg/10 Sq.R.11 0. Sq.M.7 to achieve the desired compaction.11 3 Bituminous Macadam (Providing and laying bituminous macadam with 40-80 TPH hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder. transported to site. Rate for 2010-2011 ( In Rs..M.T. 2 Sq.T. No.M.00 0. .M.35 177 . & Item Code 1 Unit DESCRIPTION OF ITEMS Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying.502 Providing and applying tack coat on the prepared surface heating by fames in roller and spraying bitumen with spray set footed in bitumen boller on B.O.00 20.00 0.11 Sq. level and alignment and rolled as per clause 501. : MORT & H . No. Cu.M.60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading.40. laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. 189.507 i) 60 / 70 Bulk with stone dust filler ii) 30 / 40 Bulk with stone dust filler Cu.M. Sq.40 178 .25 % by weight of totak mix of mix and filler. premixed with bituninous binder @ 4.00 5. 5.M.Sr.334. 21.546. & Item Code 4 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 21.M. transporting the hot mix to work site. key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a Base conforming to the line. No. laying with a hydrostatic paver finisher with sensor control to the required grade. 507 excluding cost of prime / tack coat. vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.00 196. rolling with smooth wheelad. grades and cross-section specified the compacted layer thickness being 75 mm) excluding cost of prime / tack coat.: MORT & H .66 5 Dense Graded Bituminous Macadam (Providing and laying 40 mm thick dense bituminous macadam with 40 . No.) Completed Labour Built-Up-Spray Grout (Providing.00 0. Spec.506 i) using 60 / 70 bulk ii) using 30 / 40 bulk Sq. level and alignment. Spec.66 0. R. . ordinary rollers to achieve the desired compaction as per MORTH specification clause No.M. 5.) Spec.O.T. transporting the hot mix to work site with a hydrostatic paver finisher with sensor control to the required grade. ii) 30 / 40 Bulk with stone dust filler Cu.40 5.Dense Bituminous Concrete (Providing and laying 25 mm thick semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading.M.: M.Sr. ii) 30 / 40 Bulk with cement filler Cu. vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. rolling with smooth wheeled.508 With ordinary roller i) 60 / 70 Bulk with stone dust filler Cu.) Completed Labour Semi .566. & H. rolling with smooth wheeled.00 21. premixed with bituminous binder @ 5 % of mix and cement filler. No.) excluding primer / tack coat. . 508 complete in all respects. & Item Code 6 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.00 21.84 6. 6.509 i) 60 / 70 Bulk with cement filler Cu. & H.5 mix and filler.40 7 Bituminous Concrete (Providing and laying 40 mm thick bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading.463.: M.O. No. Spec.00 21. No.791.T.84 179 .M.718. laying with a hydrostatic paver finisher with sensor control to the required grade. level and alignment. level and alignment. premixed with bituminous binder @ 4. transporting the hot mix to work site.00 21.R.M. 511 a) using 60 / 70 grade bulk asphalt.6 mm aggregates either using penetration grade bitumen or cutback or emulsion to required line. No. Sq. Sq.E.R.T. No.O. Sq.M..51 180 .M.00 147.R. No.M. laying and rolling with a smooth wheeled roller 8-10 tonne capacity finished to required level and grades on B.O.00 0. 84. & Item Code 8 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.511 i) 60 / 70 grade bitumen with 80/100 tack coat ii) 30 / 40 grade bitumen with 80/100 tack coat Sq.T.: M.41 0. Surface excluding coat of primer / tack coat..00 87.) Completed Labour Open Graded Premix Surfacing (Providing. heating bindeer & aggregates in hot mix plant 30 / 40 tonnes transporting the mixed material with tipper & laying with paver finisher to the required level & grade. rolling with power roller 8 .51 0.M.41 9 Providing & laying open graded premix carpet of 25 mm thick with specified graded crushed aggregates for wearing course including loading of aggregates with F. 142. grade and level to serve as wearing course on a previously prepared base. including mixing in a suitable plant. & H. loader.T. b) using 30 / 40 grade bulk asphalt. Spec.Sr.: M. & H.2 mm to 5.00 0.10 tonnes excluding cost of tack coat Spec. laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13. No.R.M. 49. (10 cm wide) i) New surface ii) Old surface Sqm Sqm 72.00 0.00 34.803 i) New surface ii) Old surface 12 Rmt Rmt 7.00 60.T. 35.: M.S.40 13 Providing and applying zebra painting of pedestrain on the carriage way with approved road marking paint in two coats etc. No. & H 513 Providing and painting centre line/dashes arrows etc.) i) Using 60 / 70 bulk ii) Using 80 / 100 bulk Sq. .T.00 0. Specification No.S.00 660. & H.O.T. No. Sq.12 0.M.00 11 Providing and applying thermo plastic reflective paint of any colour or compound for trafic lane strips 100 mm wide and 3 mm. Sq. 164 on Bituminous surface including cleaning the surface demarking of site and traffic controlled involved (10 cm wide) Spec.M. Sq.O.10 82.M.00 34.: M.00 3.00 181 .R.00 48.10 0. in two coats on new/old work with ready mix road marking paints confirming to I.513 a) Type A i) Using 60 / 70 bulk ii) Using 80 / 100 bulk b) Type B (Providing and laying of premix send seal coat with HMP of appropriate capacity not less than 75 tonnes / hours using crushed stone chipping 6. 20% binder.M. & Item Code 10 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.Sr.: M.) Completed Labour Seal Coat (Providing and laying seal coat seeling the voids in a bituminous surface laid to the specified level and cross fall using Type A and B seal coats) Spec.25 6.O. thick of Pigment 10% on clean dry and good road surface with 10% glass beads. .00 34.T.4 Spec.S.40 3. No.12 Sq. 803.O.7 mm size and penetration bitumen of suitable grade. 10% extender and 60% of filler material as per M. & H. No. 184 No. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. No. to 60cm. Spec.00 3 Rd 1 C No. and spreading for embankment or stacking as directed. and spreading for embankment or stacking as directed.: Rd 3 Page No. 80. 179 No.00 6 Rd 3 Cu.: Rd. Spec. 2 Rd 1 B Cutting down trees including trunks and branches and stacking the material neatly with a lead of 50 m.) Completed Labour 270. as directed with girths above 30cm. as directed with girths above 90cm. 179 Excavation for roadway in earth. 1 Page No. & Item Code 1 Rd 1 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. No. as directed with girths above 60cm.150.Rd : ROAD WORKS Sr. and spreading for embankment or stacking as directed.00 270. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. 179 No.M.M.00 360.: Rd 2 Page No. as directed with girths above 180cm. No.00 7 Rd 4 Cu. Spec.: Rd 4 Page No. sand. to 90cm. Spec. 179 Cutting down trees including trunks and branches and stacking the material neatly with a lead of 50 m. 70.00 5 Rd 2 Cu. 1 Page No. No.M. graval or soft murum including dressing section to the required grade.: Rd. 1 Page No. 180 Excavation for roadway in hard murum including dressing section to the required grade.00 75. 1 Page No. 75.: Rd.00 Cutting down trees including trunks and branches and stacking the material neatly with a lead of 50 m.00 70. 1. Spec. to 180cm.00 680.00 1. 183 Excavation for roadway in hard murum and boulders including dressing section to the required grade.: Rd. No.00 4 Rd 1 D Cutting down trees including trunks and branches and stacking the material neatly with a lead of 50 m. 360. Spec. 680. No.00 151 .00 80.150. No. Spec. soil of all sorts. No.By mechanical means Excavation for catch / side water gutter in strata to the specified section including stacking the excavated stuff in regular bund and disposing of unsuitable or excess stuff as directed Hard murum. including dressing section to the required grade.hard rock by wedging & chiselling or line drilling. camber and side slopes and conveying the excavated materials in all lifts upto a lead of 50m. No. 80.Sr.00 10 Rd 7 Cu.By mechanical means Cu.00 Excavation for roadway in soft rock. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.00 300.00 152 . 185 Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade. No.M. Spec.M.M.M.00 Cu.: Rd 5 Page No.00 13A 14 Rd 9 B Cu. No. 50.do -.: Rd 9 Page No.00 6. No. 186 Excavation for catch / side water gutter in strata to the specified section including stacking the excavated stuff in regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 184 Excavation for roadway in hard rock. Spec.M. 375.M.: Rd 6 Page No. 186 & As directed by Engineer in charge. and spreading for embankment or stacking as directed. 186 Excavation for roadway in laterite rock including dressing section to the required grade.do -.00 90.00 495. 300.00 90. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.: Rd 8 Page No. Cu. & Item Code 8 Rd 5 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.: Rd 9 Page No. No.: Rd 7 Page No.00 13 Rd 9 A Cu.M. 495.M. 9 Rd 6 Cu.00 11 Rd 7 12 Rd 8 Cu. No. Spec.M. No.00 250. -. by blasting including dressing section to the required grade. Spec.00 140. 55. Spec.: Rd 7 Page No. and spreading or stacking as directed. and spreading or stacking as directed. camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. Spec.00 80. 187 -.00 6. 300. and spreading or stacking as directed. Spec.00 14 A Cu.00 300.) Completed Labour 140.do -. 187 -. No.00 19 Rd 10 Cu.60 21 Rd 11 Cu. grade and section. dressing to the required lines. Spec. within a lead of 50 m. 60. inclusive from the site of excavation to the site of deposition as directed.) Completed Labour 175.: Rd 9 Page No. No. to 100% of standard proctor density after laying them in layers of 20 cm.00 175.00 18 Rd 9 E Cu.: Rd 10 Page No.50 20 Rd 10 A Cu. with power roller. No. to 30 cm. Spec.00 500. 40.: Rd 9 Page No.00 11. No.M.: Rd 9 Page No.00 17 Rd 9 D Cu. 34. watering and compaction to 100% of standard proctor density for a lead of 50 to 300 m.M. 189 Cu.: Rd 11 Page No.: Rd 9 Page No.M. 16 Rd 9 D Cu. No. Spec.00 105.M. 187 Conveying materials obtained from road cutting including all lifts. to 95% of standard proctor density after laying them in layers of 20 cm. & Item Code 15 Rd 9 C Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Spec.M. 187 Watering and compacting of embankment formed of materials obtained from the road cutting. to 30cm. No.00 Excavation for catch / side water gutter in strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed Soft rock. 550. laying in layers of 20 cm.: Rd 10 Page No.00 153 .and disposing of unsuitable or excess stuff as directed Hard rock. (about 8” to 12”) breaking clods.00 12. 105. 187 Excavation for catch / side water gutter in strata to the specified section including stacking the excavated stuff in a regular bund . with power roller. Spec. within a lead of 50 m. Spec. 375.M. 187 Excavation for catch / side water gutters in strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed Hard murum and boulder.Sr.00 204. to 30cm.M.00 17. 187 Watering and compacting of embankment formed of materials obtained from the road cutting. No. curves. No. 187 Excavation for catch / side water gutters in strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed Hard rock. Spec. & Item Code 22 Rd 11 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. inclusive from the site of excavation to the site of deposition as directed. including all lifts laying in layers of 20 cm to 30cm. grade & section.M.00 . from the site of excavation to the site of deposition as directed. dressing to the required lines. thickness breaking clods.00 17.00 16. 189 Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50 m. 65.: Rd 12 Page No.M 70. Spec.: Rd 11 Page No. 189 Conveying materials obtained from road cutting including all lifts.do -Spec. including all lifts laying in layers of 20 cm to 30cm. Spec. 189 Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50 m. watering and compacting to 95% of standard proctor density for a lead of over 50 to 300 m. 23 Rd 11 B Cu. to 30 cm. curves. to 30 cm.M.00 154 . dressing to the required lines curves. (By Modern Machinary) Spec.: Rd 11 Page No. No.100% Proctor density -. 189 -.00 17.Sr. No. 150. laying in layers of 20 cm.00 Conveying materials obtained from road cutting including all lifts. No. dressing to the required lines curves. with Power Roller. thickness breaking clods. watering and compaction to 95% of standard proctor density . grades and section.00 27 Rd 12 A Cu.00 68. curves grades and section watering and compacting to 95% of standard proctor density for a lead of 300m to 500m.do -. No. No. Spec. grade & section. laying in layers of 20cm. 189 Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50 m. breaking clods. watering and compaction to 95% of standard proctor density complete with power roller.: Rd 12 Page No.00 Cu. thickness breaking clods. dressing to the required lines. Spec. breaking clods. watering and compaction to 100% of standard proctor density complete.00 91.) Completed Labour 56. 24 Rd 11 B 25 Rd 12 Cu.M. inclusive. No.M. 165. No. grade & section.: Rd 12 Page No. including all lifts laying in layers of 20cm to 30cm.00 26 Rd 12 Cu.00 67. 189 Cu. dressing to the required lines curves.: Rd 11 Page No. 160.M. Spec. 60.00 33 Rd 16 Cu. watering and compacting with power roller complete. No. including laying in layers of 20cm to 30cm. including all lifts laying in layers of 20cm to 30cm. No.00 155 . 32. 135. Spec. 195 Preparing embankment with approved materials obtained form the road cutting including laying in layers of 20cm to 30cm. from the site of excavation to the site of deposition as directed. watering and compaction to 100% of standard proctor density complete with Modern Machinary Spec.00 32 Rd 15 B Cu.: Rd 13 Page No. curves. 189 Providing earth work in embankment with approved materials obtained from Departmental land or other sources including all lifts laying in layers of 20cm to 30cm. No. 195 Preparing embankment with approved materials obtained from the road cutting including laying in layers of 20cm to 30cm.M.00 6.: Rd 16 Page No. 194 Preparing embankment with approved materials obtained from the cutting within a lead of 50m. Spec. 35.) Completed Labour 170. Spec.00 8.: Rd 12 Page No. grade. breaking clods. inclusive. No. & Item Code 28 Rd 12 A Unit DESCRIPTION OF ITEMS Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50 m.: Rd 15 Page No.00 14. to 500 m.00 94. to 20 cm.00 31 Rd 15 A Cu. grade.00 96. Rate for 2010-2011 ( In Rs. grade & section. thickness breaking clods. curves.: Rd 14 Page No.Sr. 195 Cu. from the site of excavation to the site of deposition as directed. Spec. section. grades and section watering and compacting with power roller for a lead of over 50m. dressing to the required lines. dressing to the required lines curves. laying in layers of 15cm. dressing to the required lines. to 300 m. No. breaking clods.M.: Rd 15 Page No. thickness breaking clods.00 45. dressing to the required lines curves. No.M. curves. No. 25. dressing to the required lines curves. breaking clods and dressing to the required lines.00 30 Rd 14 Cu.M. breaking clods.M. 195 Earthwork in embankment with approved materials obtained from departmental land or other sources including in all lifts and leads. grades and section and compacting with power roller for a lead of over 300m. watering and watering and compacting with power roller complete. section. inclusive.M.00 29 Rd 13 Cu. grades and section. No. trap / granite / quartzite / gneiss stone metal at the quarry site for filling the voids in the soling. dressing to the required lines. 197 Supplying 15 cm. 240.00 6.M. curves. 197 Supplying 60 mm. Spec.00 66.00 38 Rd 19 A Cu.Sr. 205. grades and section for embankment within a lead 50 m. 19 Page No. grades and section for a lead of over 300 m to 500 m. No.00 45. & Item Code 34 Rd 17 Unit DESCRIPTION OF ITEMS Laying materials obtained from road cutting in layers.: Rd 18 Page No.00 156 . Rate for 2010-2011 ( In Rs. No. curves.) Completed Labour 11.00 79. 19 Page No. breaking clods. from the site of excavation to the site of deposition as directed. No. trap / granite / quartzite / gneiss stone metal at the quarry site for filling the voids in the soling. laying in layers. Spec. from the site of excavation to the site of deposition as directed. No.00 39 Rd 19 B Cu. By blasting.00 36 Rd 18 B Cu. 20 Page No.M.M. 197 Supplying 80 mm. Spec.M. No. 203. 200 Cu. Spec. including conveying and stacking complete. breaking clods. By blasting. to 23 cm.00 45.: Rd. laying in layers. 22. 19 Page No.00 8. By breaking boulders.: Rd.: Rd. to 23 cm.00 66. 197 Conveying materials obtained from road cutting including all lifts. breaking clods.00 41 Rd 20 Cu. No.M. dressing to the required lines.M.: Rd 18 Page No. 196 Conveying materials obtained from road cutting including all lifts.00 40 Rd 19 C Cu. Spec. Spec. Spec.00 35 Rd 18 Cu. 225. trap/granite/quartzite/gneiss stone rubble at the quarry site for soling including conveying & stacking complete.00 11.M.M.: Rd.00 37 Rd 19 Cu. Spec. 197 Supplying 80 mm. grades and section for a lead of over 50m to 300 m. 230. No. No. trap / granite / quartzite / gneiss stone over size metal at the quarry site. By breaking boulders. including stacking complete by blasting. 19 Page No. trap/granite/quartzite/gneiss stone rubble at the quarry site for soling including conveying & stacking complete. 197 Supplying 15 cm.: Rd. 25. dressing to the required lines.: Rd 17 Page No. including stacking complete. 00 45 Rd 23 Cu. 115. 205 Spreading 40/60 mm metal including sectioning complete. No. 205 Cu. 220. trap / granite / quartzite / gneiss rubble soling including hand packing with rubble chips complete excluding cost of materials.M. 110. & Item Code 42 Rd 20 A Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.M.M.: Rd 29 Page No. 250. 200 Supplying 40mm.00 50 Rd 28 Cu.00 48 Rd 26 Cu. including conveying and stacking complete by breaking boulders. Spec. No.: Rd. 25 Page No.00 46 Rd 24 Cu. 43 Rd 22 Cu.00 116.00 40. 22 Page No. Spec. No. No.: Rd.M. No.M. Spec. No.00 77.00 157 .00 25.00 49.00 44 Rd 22 A Cu. No.00 Supplying 60 mm. 201 Supplying hard murum/kankar at the quarry site.: Rd. trap /granite/quartzite/gneiss stone metal at the quarry site. 26 Page No. No. including conveying and stacking complete.00 51 Rd 29 Cu. by blasting. 24 Page No.: Rd. 201 Supplying 40mm.M.M. trap / granite / quartzite / gneiss stone over size metal at the quarry site.: Rd. 203 Supplying gravel at the quarry site. Spec.00 148. Spec. trap /granite/quartzite/gneiss stone metal hand broken at the quarry site. No. 400. Spec. 32.: Rd. including conveying and stacking complete. including conveying and stacking complete.M.00 49 Rd 27 Cu.Sr. 40. Spec.M. 202 Supplying soft murum at the quarry site. Spec. 22 Page No.: Rd 28 Page No. to 23 cm. including conveying and stacking complete. Rd 27 Page No. No. 23 Page No.00 110. No.00 32.) Completed Labour 235. 203 Laying 15cm. Spec. 25. 245. including conveying and stacking complete by breaking boulders.M. 203 Supplying sand at the quarry site. 20 Page No. 204 Spreading gravel / sand / soft murum / hard murum complete. Spec.00 82.: Rd.00 45. including conveying and stacking complete.00 47 Rd 25 Cu. No. 209 Compacting the subgrade / gravel / over size metal / (200mm loose) layers with power roller including necessary.M.: Rd 38 Page No. No. 208 Compacting the subgrade / gravel / size metal (100mm loose) layers with power roller including necessary. 208 Picking the road surface including sectioning complete. materials and artifical watering complete with vibratory roller.: Rd 35 Page No.: Rd 33 Page No. 12.: Rd 35 Page No. 8. materials and artifical watering complete.M. 9. Spec.00 59 Rd 38 Sq. No.00 57 Rd 35 A Sq.00 6. Deleted 55 Rd 35 Sq.M. 10.50 2.40 1.M.00 59A Rd 38 Sq. 208 Picking the road surface including sectioning complete. No. 209 Compacting the hard murum / kankar (upto 200mm loose) with power roller including artifical watering complete. (Murum surface) Spec. & Item Code 52 Rd 33 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 9.00 56 Rd 35 Sq. 210 Sq.M.: Rd 33 Page No.M. 210 Compacting the hard murum / kankar (upto 200mm loose) with vibratory roller including artifical watering complete. 209 Compacting the subgrade / gravel / over size metal / (200mm loose) layers with power roller including necessary.M. Spec. 209 Compacting the subgrade / gravel / size metal (100mm loose) layers with power roller including necessary. No. Spec. No.50 2.50 2. 2.Sr.00 Picking the road surface including sectioning complete.00 158 . No. 3. No. (WBM surface) Spec.: Rd 33 Page No.50 1. (BTsurface) Spec. Spec.: Rd 35 Page No. materials and artifical watering complete.00 58 Rd 35 A Sq.) Completed Labour 6.00 54 Rd 33C Sq.: Rd 38 Page No.M. Spec. No. Spec. labour.50 2.00 12. 53 Rd 33 B Sq.M. labour.: Rd 35 Page No. labour. materials and artifical watering complete with vibratory roller. labour. No. 215 Supplying 12 mm. No.00 215.00 65 Rd 41 E Cu.00 1. 215 Supplying stone dust of trap/granite/quartzite/gneiss stone at the quarry site including conveying and stacking for use in bituminous road surface.00 66 Rd 41 F Cu. 300. 215 Supplying 6 mm trap/granite/quartzite/gneiss stone aggregate at the quarry site including conveying and stacking for use in bituminous road surface.00 211.M. 400.00 215.: Rd-41 Page No.00 215. Spec.: Rd 41 Page No. Rate for 2010-2011 ( In Rs. Spec. 410.) Completed Labour 3. 410.M.00 31.: Rd 41 Page No. 215 Sq. 215 Supplying crushed metal 25 mm trap / granite / quartzite/ gneiss stone aggregate at the quarry site including conveying quarry site including conveying and stacking for use in bituminous road surface Spec. of trap/granite/quartzite/gneiss stone metal at the quarry site including conveying and stacking for use in bituminous road surface. 215 Supplying 10 mm (about 3/8 inch) of trap/granite/quartzite/ gneiss stone metal at the quarry site including conveying and stacking for use in bituminous road surface.M. No.M.00 67 Rd 41 G Cu.00 215.00 61 Rd 41A Cu. No.: Rd 41 Page No.: Rd 41 Page No. No. No.00 62 Rd 41 Cu. of trap/granite/quartzite/gneiss stone aggregate at the quarry site including conveying and stacking for use in bituminous road surface. Spec. Spec.: Rd 41 Page No.M. 370. Spec. 410. of trap/granite/quartzite/gneiss stone metal at the quarry site including conveying and stacking for use in bituminous road surface.M.: Rd 41 Page No. 410.Sr. 215 Supplying 20 mm. No. & Item Code 60 Rd 40 Unit DESCRIPTION OF ITEMS Compacting the hard murum side widths layers on each side with power roller including artifical watering complete. No. No.00 63 Rd 41 C Cu.: Rd 40 Page No. Spec.00 64 Rd 41 D Cu.00 159 . No.M. Spec. 211 Supplying crushed metal above 25 mm to 40 mm.00 211.M. Deleted 71 Rd 50 Sq. Spec. use of plant etc. Spec. bitumen and compaction.) Spec. Deleted 70 Rd 49 Sq. bitumen and rolling. No. 228 Rolling the single coat bituminous surface and dressing of road with a power roller including labour and use of paint complete.M. 222 Laying 25mm. No. Deleted 74 Rd 53 Sq.: Rd 46 Page No. No. Spec. No. complete.M. use of plant etc. (using bulk bitumen. (with bouzer) Spec. complete. complete. spreading chips etc. No.: Rd 51 Page No. heating and spraying bitumen.: Rd 53 Page No. thick Premix Bituminous Carpet including preparing and cleaning the base. 225 Compacting 25mm thick premix bituminous carpet with power roller. Deleted 72 Rd 51 Sq. including labour.M.: Rd 50 Page No. heating bitumen. 220 Laying single coat surface dressing including cleaning the road surface. without seal coat excluding cost of stone aggregate. No. Rate for 2010-2011 ( In Rs.: Rd 49 Page No.) Completed Labour Deleted 69 Rd 46 Sq. Spec. & Item Code 68 Rd 45 Unit DESCRIPTION OF ITEMS Laying 50 mm thick Semi grout bituminous road surface including preparing the existing road surface. heating bitumen applying tack coat at specified rate mixing bitumen and chips in a bitumen mixer and laying the carpet layers complete without seal coat excluding cost of stone aggregate. Spec.M. use of plant etc. Deleted 73 Rd 52 Sq. Spec. heating and applying bitumen to the road surface.Sr. applying tack coat at specified rate mixing bitumen and chips in a bitumen mixer and laying the carpet complete. No. spreading chips and laying seal coat complete excluding cost of stone aggregate.M.M. complete excluding cost of stone chips. laying the required thickness of metal layer. bitumen and compaction.: Rd 52 Page No. bitumen and compaction. 226 Laying 20 mm thick premix bituminous carpet including preparing and cleaning the base.: Rd 54 Page No.: Rd 45 Page No. Deleted 75 Rd 54 Sq. Deleted 160 . No.M. No. 221 Compacting 50mm thick Semi grout surface with power roller including labour. 229 Sq. 227 Compacting 20mm thick premix bituminous carpet with power roller including labour.M. No. complete. Deleted 79 Rd 57 Sq. Spec.: Rd 58 Page No. Sq.M.00 250. heating and applying bitumen and spreading chips complete excluding cost of stone chips bitumen and rolling. 232 Providing 50 mm thick semi grount bituminous road surface including supplying all materials preparing the existing road surface.) Spec.M.Sr.M. 231 Rolling the bituminous liquid seal coat with a power roller including labour use of paint complete. bitumen and rolling.: Rd 56 Page No. No.M. Rate for 2010-2011 ( In Rs. laying the required thickness of metal layer.M. 230 Rolling two coat bituminous surface dressing with a power roller including labour use of paint etc. Spec. (using bulk bitumen) Spec.: Rd 55 Page No. bitumen and rolling. heating and applying bitumen to the road surface and spreading chips complete excluding cost of stone chips. & Item Code 76 Rd 55 Unit DESCRIPTION OF ITEMS Laying two coat bituminous surface dressing including cleaning the road surface.: Rd 55 Page No.00 29. No. heating and applying bitumen and spreading chips complete excluding cost of stone chips bitumen and rolling. heating & spraying bitumen spreading chips laying seal coat & compacting complete.M. No. Deleted 78 Rd 56 Sq. 231 Laying bituminous liquid seal coat to black top surface including preparing the existing road surface. No. Deleted 80 Rd 57A Sq.M.00 161 . Deleted 81 Rd 58 Sq.: Rd 57 Page No. Spec. (using bulk asphalt) Spec. Sq.M.: Rd 57 Page No. 232 i) Using Bulk Bitumen grade 60/70 ii) Using Bulk Bitumen grade 30/40 Sq.) Completed Labour Deleted 77 Rd 55 A Sq. (using drum asphalt. No.00 29. No. Deleted 82 Rd 60 240. (using drum asphalt) Spec.: Rd 60 Page No. No. 231 Laying bituminous liquid seal coat to black top surface including preparing the existing road surface. heating and applying bitumen to the road surface and spreading chips complete excluding cost of stone chips. 230 Laying two coat bituminous surface dressing including cleaning the road surface. Providing 25 mm thick premix bituminous carpet including supplying all materials preparing and cleaning the base. and compaction with power roller including applying tack coat at 50 kg.00 16. cross section and thickness as per approved drawing etc. laying the carpet layer and compacting complete. spreading 12 mm metal at the rate of 1. laying the carpet layer and compacting complete. 233 i) Using Bulk Bitumen grade 60/70 ii) Using Bulk Bitumen grade 30/40 Sq.M. Sq.Sr. Spec. No.T.503 and immediately spreading 40 mm size hand broken metal at the rate of 6 cum/100 sq.M. per 100 sq.M. No. applying tack coat at specified rate mixing hot bitumen and chips. complete as directed by Engineer in charge. On WBM. 233 i) Using Bulk Bitumen grade 60/70 ii) Using Bulk Bitumen grade30/40 84 Rd 62 a Sq. Rate for 2010-2011 ( In Rs. No.M. & Item Code 83 Rd 60 Unit DESCRIPTION OF ITEMS Providing and laying bituminous bound macadam surface 75 milimetre thick including supplying all materials spreading trap metal layers and key aggregate heating and spraying bitumen at the rate of 200 kg/100 sq. and final compaction with power roller etc.00 85 Rd 62 b Providing 25 mm thick premix bituminous carpet including supplying all materials preparing and cleaning the base. On B. Spec.M.00 15. (using bulk asphalt 60/70 grade).m.mt.No.00 143.: Rd 62 Page No.00 164.mt.80 cum/100 sqm.00 15.00 16. 138. applying tack coat. Sq. by making panels compacting it suitable till it forms the stable surface and spreading bitumen at the rate of 175 kg/100 sqm. complete and finishing in accordance with the requirement in close confirmity with grate lines.00 16.00 12.00 125. complete (without seal coat) excluding 20 mm metal. No. surface including throughly cleaning the surface by using mechanical brooom or approved equipment as directed by Engineer in charge providing and applying tack coat of 50kg/100 sqm. heating bitumen. heating bitumen.00 162 . 158.: Rd 62 Page No. as per MORTH column.M. Sq.M. at specified rate mixing hot bitumen and chips. Spec. etc. using sprayers attached to the bouzer. Sq.T.00 16.00 170.) Completed Labour 150.00 83A Providing and laying 50 mm thick compacted BBM on existing B.: As directed by Engineer-in-charge i) Using Bulk Bitumen grade 60/70 on WBM without tack coat ii) Using Bulk Bitumen grade 60/70 on BT with tack coat Sq. 110.00 95.M. Sq.M.M 61.: Rd 64 Page No.00 163 .M. heating and applying bitumen to the black topped road surface. Spec. Spec. No. use of tools and equipments and rolling complete. use of tools.: Rd 63 Page No. 233 1) Using Bulk Bitumen grade 60/70 2) Using Bulk Bitumen grade 30/40 Sq.M. spreading chips.: Rd 64 Page No. 233 1) Using Bulk Bitumen grade 60/70 2) Using Bulk Bitumen grade 30/40 Sq. laying the carpet and compacting complete.T. laying the carpet layer and compacting complete.00 9.00 87 Rd 63 A b Providing 20 mm thick premix bituminous carpet including supplying all materials preparing and cleaning the base.00 88 Rd 64 A Providing single coat surface dressing including supplying all materials cleaning the road surface.00 115.00 10. Sq.M. No. Spec. 90. plant and equipments and rolling complete.) Completed Labour 130.00 89 Rd 64B Providing single coat surface dressing including supplying all materials cleaning the road surface.00 135. Spec.00 13. Rate for 2010-2011 ( In Rs.B. 233 1) Using Bulk Bitumen grade 60/70 2) Using Bulk Bitumen grade 30/40 Sq. spreading chips.M. On B.00 14.M. No. applying tack coat at specified rate mixing hot bitumen and chips.00 10. Sq. No. heating and applying bitumen to the W. heating bitumen.00 9.00 14. On WBM. heating bitumen.: Rd 63 Page No. 233 1) Using Bulk Bitumen grade 60/70 2) Using Bulk Bitumen grade 30/40 Sq. & Item Code 86 Rd 63 Aa Unit DESCRIPTION OF ITEMS Providing 20 mm thick premix bituminous carpet including supplying all materials preparing and cleaning the base.M. No.00 64. Sq. applying tack coat at specified rate mixing hot bitumen and chips. road surface.Sr.00 13. 32.: Rd 66 Page No.00 6. including supplying all materials.Sr. (about 9”) thick. Spec.: Rd 70 Page No. No.M. guard stone.do -. adding required quantity of metal.1:4:8 and white washing etc. preparing existing road surface.00 95. No. Labour for filling pot holes with premix asphalt chips cleaning the road surface with wire brushes & gunny bags. Spec.00 225. complete.00 91 Rd 70 A) Providing and fixing trap / granite / quartzite / gneiss guard stone / indicator stones / boundary stones of standard size and shape including fixing in block of standard size of 1:4:8 cement concrete.: As directed by Engineer-in-charge.00 94 Rd 74 Cu.00 164 .: As directed by Engineer-in-charge. 244 B) -.M.C.00 260. Spec.00 6.: Rd 70 Page No. No.in ground and white washing etc complete No.00 20.: Rd 74 Page No. 246 Providing dry / trap / granite / quartzite / gneiss rubble stone masonry. applying tack coat. Sq. No. No.00 320. 233 i) Using Bulk Bitumen grade 60/70 ii) Using Bulk Bitumen grade 30/40 Sq. Spec. spreading mixture hand ramming or light compacting with power roller conveying material to the site of work (excluding cost and of material fuel & heating asphalt) etc. 247 Labour for metal patch repairs including preparing surface. complete.M./ 100 Sqm. 675. No. 110. 93 Rd 73 Sq.00 52.00 32.M.00 68. indicator stone/boundary stones of standard size and shape including fixing in C.00 92 Rd 70A Providing and fixing M-15 R.M. watering.) spreading chips and rolling complete. white washing etc.C. No Rate for 2010-2011 ( In Rs.M. murum. 20. heating and applying bitumen (98. No. Spec. ramming complete. & Item Code 90 Rd 66 Unit DESCRIPTION OF ITEMS Providing bituminous liquid seal coat to black top surface.00 70. including all leads. 140.C.00 95 Rd 75 Sq.00 63.) Completed Labour 51.00 96 Rd 77 Sq. complete. 244 Providing dry rubble stone pitching 23cm. (by using bulk asphalt) Spec. Spec.: Rd 73 Page No.00 Kg. 00 72. 200 metre stone as per I. surface by wire Brushes. 1:4:8 block complete.c. fixing in C.Sr.M.) Completed Labour 480. 243 Providing and fixing R. No.H.C.H.H.B.C. coir brushers dusting cleaning including cost of paint etc.: As directed by Engineer-in-charge.R. / S. complete for N. Spec. Painting and numbering trees with white background and black lettering complete. complete as per IRC design for hightway km. cleaning etc. Spec. 9.: Rd 69 Page No.C. size c. No. stones including painting numbering etc.00 9. etc.D. 7.: Rd 69 Page No. including painting numbering etc.50 103 Rd 85 No. etc. & Item Code 97 Rd 78 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.D. standard including painting lettering. complete.1:4:8 block curing.00 99 Rd 79 No. 98 Rd 78 No.C. coir brushers. No. Spec. Spec. No.C. 243 Providing and fixing R. 500. 243 Painting letters upto 20 cm height complete.00 68. Spec.50 4.120. Brooming the W.C. 1:2:4 boundry stones as per type design including painting numbering.00 102 Rd 84 Sq. Spec.C.: As directed by Engineer-in-charge. 1:4:8 block complete. 1.00 165 . / M.00 101 Rd 83 No. / S.650.: Rd 69 Page No.: Rd 69 Page No. stones and fixing in std. on N.00 100 Rd 80 No.: As directed by Engineer-in-charge.R.00 7.C.R.00 220. stones.C. dusing.C. No. 5th Km.C.M. No. fixing in standard size C. 243 Providing and fixing R. for receiving the bituminous treatment complete. brushes. Brooming the water Bound Macadam surface by wire.00 250. Spec. complete. / M.00 Providing & fixing R. as per IRC design for highway km stone and fixing in standard size C.H.1:2:4 ordinary Km. 1:4:8 block complete.C. 4. 2. red border and backside gray stove enamelled.Sr.S.C.m. fixing board and post with 2 Nos.00 --- Providing and fixing cautionary / warning sign board of size 90 c. bolts and nuts of size 10 mm dia. 20 mm long including all taxes.1977 No. bonded with cut out of Retro reflective sheet Engineering grade.: I. having shape of equilateral triangle with apex point up-wards.R.S. : 67 . having shape of equilateral triangle with apex point up-wards. Prepared on 16 guage M. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm.65 m. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground.S. red border and backside gray stove enamelled. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M. Prepared on 16 guage M. 1. bonded with cut out of Retro reflective sheet Engineering grade. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground. conveying. 20 mm long including all taxes. high strength G.) Completed Labour 2. symbol/letters/ numerals/border arrow. Spec.R.150.I. bolts and nuts of size 10 mm dia.I. size as directed by Engineer-in-charge etc. Angle iron post of size 50 x 50 x 5 mm of 3. fixing board and post with 2 Nos. No. long inflated at bottom drilling on top in one piece without joint painted with white and black bands of 25 cm. complete.S. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.C.850. complete.65 m. long inflated at bottom drilling on top in one piece without joint painted with white and black bands of 25 cm. high strength G. No. Spec. size as directed by Engineer-in-charge etc. 105 Rd No. & Item Code 104 Rd 86 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.1977 Providing and fixing cautionary / warning sign board of size 60 c. Angle iron post of size 50 x 50 x 5 mm of 3. symbol/letters/ numerals/border arrow.: I. : 67 .00 --- 166 . No.m. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. conveying. long inflated at bottom drilling on top in one piece without joint painted with white and black bands of 25 cm. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm./S. with one No. & Item Code 106 Rd Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. complete. sheet including painting with zinc cromate stoving primer and two coats each of white back ground.975. Route Marker size 60 cm x 45 cm. bonded with cut out of Retro reflective sheet Engineering grade. prepared on 16 gauge M.I.R.S.S.S. No. border / letters / numerals and arrow.00 --- Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm.: I. conveying. size as directed by Engineer-in-charge etc. bolts and nuts of size 10 mm dia.) Completed Labour 1. Angle iron post of size 50 x 50 x 5 mm of 3.1977 Providing and fixing N.C. Angle iron post of size 50 x 50 x 5 mm of 3.Sr.65 m. high strength G.C. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M. direction plate of size 30 cm x 25 cm prepared on 16 guage M.: I. red border and backside gray stove enamelled. dia.R.175. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.1977 No. No. 2. long inflated at bottom drilled on top in one piece without joint painted with 4 Nos.00 --- 167 .I. of high strength G. fixing board and post with 2 Nos. conveying. size as directed by Engineer-in-charge etc. No. symbol/letters/numerals/border.65 m. : 67 . : 67 .S. bolts and nuts of size 10 mm dia. complete. bonded with cut out of red Retro reflective sheet Engineering grade.H. 20 mm long including all taxes. Spec. and 20 mm long including all taxes. 107 Rd No.H. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. Spec. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stove enamelled. : 67 .) Completed Labour 4. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. conveying. coated with non pealable crystal clear protective coal retaining 100% relection including two angle iron post of size 65 x 65 x 6 mm of 3. & Item Code 108 Rd Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. and back side gray stove enamelled.1977 No. Spec. No. prepared on 16 gauge M. Angle iron post of size 50 x 50 x 5 mm of 3. bolts and nuts of size 10 mm dia.R. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground. high strength G. 9.35 mtr. bolts and nuts of size 10 mm dia. No. sheet with angle iron frame of size 35 x 35 x 3 mm. No. : 67 . x 1. long inflated at bottom drilling on top with two Nos. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M. border / letters / numerals and arrow.75 m. sheet with angle iron frame of size 35 x 35 x 3 mm. complete.C. with 4 Nos.65 m.500. border / letters / numerals and arrow. high strength G. size as directed by Engineer-in-charge etc. 20 mm long including all taxes. 109 Rd No. with 8 Nos.: I. Spec.I.R.00 - 168 .S. red Retro reflective sheet Engineering grade. angle iron cross bracing for vertical angle post of size 50 x 50 x 5 mm of 2. long inflated at bottom drilled on top and painted in white and black bands of 25 cm.65 m. 20 mm long sheet and angle iron post in one piece without joints including all taxes.1977 Providing and fixing Road junction / Information sign board of size 1. size as directed by Engineer-in-charge etc.: I.S.20 x 0.600.S. conveying.00 - Providing and fixing Road junction / Information sign board of size 1. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground.C. complete. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. prepared on 16 gauge M.8 m. bonded with red Retro reflective sheet Engineering grade. long painted in white and black bands of 25 cm.I.2 m.Sr. long inflated at bottom drilled on top and painted in white and black bands of 25 cm.C. sheet with angle iron frame of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled. 47. border / letters / numerals and arrow.: As directed by Engineer-in-charge.) Completed Labour 3. span number and location complete.S. 1:4:8 block 60 cm x 60 cm x 75 cm. No. complete.00 --- Providing and fixing Road junction / Information sign board of size 0. size etc. conveying. 640. bolts and nuts of size 10 mm dia.: As directed by Engineer-in-charge. Painting with approved enamel paint in two coats including cleaning surface and lettering for on masonry works with nalla flow direction. 46. : 67 . Spec. size as directed by Engineer-incharge etc.500.00 115.00 114 Rd 93B No.C.: As directed by Engineer-in-charge. Spec. and 20 mm long sheet and angle iron post in one piece without joints including all taxes. & Item Code 110 Rd Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 1:4:8 block 60 cm x 60 cm x 75 cm.00 25. 327.00 70.90 x 0.: As directed by Engineer-in-charge.C. No. bonded with red Retro reflective sheet Engineering grade.I.00 169 .00 113 Rd 93 A No.00 115 Rd 93 C No. complete as directed including all leads. prepared on 16 gauge M. Spec.60 m. fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm.: I.: As directed by Engineer-in-charge. No. high strength G.00 5.65 m. coated with non pealable crystal clear protective coat retaining 100% relection including two angle iron post of size 50 x 50 x 5 mm of 3. Spec. Spec. 8. 111 Rd 91 No.Sr.R.00 112 Rd 92 No. Spec. Fixing in position Road Junction / Informatory Sign Board in ground with C. Painting with approved enamel paint in two coats including cleaning surface and lettering for cautionary / mandatory sign boards and village name boards complete.1977 Fixing in position Cautionary / Mandatory sign boards in ground with C. size including all leads completed.00 20. Painting with approved enamel paint in two coats including cleaning surface and lettering for informatory sign boards complete. with 4 Nos. 105. 45. Spec.: As directed by Engineer-in-charge. cost of material conveying etc.00 122 Rd 96 Cu.M.: As directed by Engineer-in-charge. Spec. refeeding the crusher with oversize metal to obtain chips of 20mm size and below including labour for machinery (measurements shall be on stacked screened chips only. Painting with approved enamel paint in two coats including cleaning surface and lettering for ordinary kilometre stone complete. height each including preparing the surface.00 121 Rd 95 Cu. Painting with approved enamel paint in two coats including cleaning surface and lettering for two hundred metre stone complete.00 60.: As directed by Engineer-in-charge. Spec.) Completed Labour 185. stacking the chips. refeeding the crusher with oversize metal to obtain chips of 20mm size and below including labour for machinery (measurements shall be on stacked screened a chips only.: As directed by Engineer-in-charge.m. complete.: As directed by Engineer-in-charge.00 52.00 5. 130. 117 Rd 93 E No.00 119 Rd 93 G No.) Spec.00 50. Spec. 8.: As directed by Engineer-in-charge. & Item Code 116 Rd 93 D Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. Providing white & colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm. stone complete. Spec.00 105. Labour for breaking available metal including conveying by head load.00 120 Rd 94 No.00 170 .Sr. No.00 Painting with approved enamel paint in two coats including cleaning surface and lettering for fifth k.) Spec.00 118 Rd 93 F No.: As directed by Engineer-in-charge. feeding crusher.00 5. Painting with approved enamel paint in two coats including cleaning surface and lettering for boundary stones complete.M. Labour for breaking trap stone rubble (rawali) into metal of suitable size conveying by head load feeding crusher. No.00 15. stacking the chips. 52. 15. : As directed by Engineer-in-charge.00 Providing & casting in situ or precast tapering R. 1:2 with 4 Nos.M. 1:2 painting the exposed surface of the kerbs with 2 coats of road marking paint of approved quality and colour including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed for single line dividers.Mt. R. setting the same in C.Mt.C. painting exposed surface of kebes with 2 coats or road marking paint of approved quality and colour including the required excavation in any strata and removeing the excavated stuff any where in city and redoing the surface as specified and directed. No. & Item Code 123 Rd 97 Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. 6mm and bars 6mm and strips at 18” C/c setting the same in C.Mt. 6mm dia bars 6mm dia strips at 18” C/c setting the same in C.Sr. 1:2. Providing & casting in situ or precast tapering R.C. 20-4-79.: As directed by Engineer-in-charge.00 125 Rd 99 R. 20-4-79. 1:2 with 4 Nos. 13 dt. 1:2:4 Kerbs type . 495.C. 425. 1:2. 1:2 painting the exposed surface of the kerbs with 2 coats of road marking paint of approved quality and colour including the required excavation stuff any where in city and redoing the surface as specified and directed for single line dividers.C. 13 dt. 124 Rd 98 R.III as per Drg.C. 1:2:4 Kerbs type . 150 mm wide tapering (9” x 6”) both side embedded 6” below ground level finished neatly with C.II as per Drg. 2 feet wide tapering (9” x 6”) both side embedded 6” below ground level finished neatly with C.00 85.: As directed by Engineer-in-charge.00 171 . No. 1:11/2:3 Kerbs type I as per Drg.M. Providing & casting in situ or precast tapering R.m. No. Spec. Spec.00 80. dt.C. No.M. Spec. 30mm wide tapering 225 mm to 150 mm embedded 25mm below ground level finished neratly with c.M. 20-4-79.M.) Completed Labour 345.00 95. 00 140. Providing and fixing Guard Railing of 1000 mm height as per Type ‘D’ Drg. No.00 145. 1:2 on 15 cm thick and 25 cm wide (M-100) 1:3:6 cement concrete bed including filling the joints with 1:2 C.I.: As directed by Engineer-in-charge.450. 1.: As directed by Engineer-in-charge.00 50. 15 Type ‘C’ dt.) Completed Labour 244. and fixed in 40 x 40 x 6mm iron. R. etc. Deleted 128 Rd R. complete. with 3 rows of 50mm dia.00 129 Rd R. 15 Type ‘C’ dt. 13 dt. bedding of size 45 x 30 cm. channels of section 125 x 65 x 6 mm spaced 2.M. Spec. Providing and fixing Guard Railing as per Drg.Mt. (9” x 12”) in size and embedded 4” below ground level finished neatly with C.5 C/c 1:2:4 c. Providing and fixing kerbs stones 30 cm to 40 cm to long. 150 cm. G. medium dressed in all exposed surfaces set in C. 1:2 setting the same in C.00 172 . with 3 rows of 40mm dia. Spec. bedding of size 45 x 30 x 30 cm. 1:2 painting the exposed surface kerbs with 2 coats of road marking paint of approved quality and colour including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed.Mt.I. 204-79. with 3 coats of approved of yellow and black paint including necessary excavation in any strata. G.S. 2-4-79. No.c.Mt. Spec. Providing and fixing in position Guard Railing as per Drg.M. No. & Item Code 126 Rd Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs. with 3 coats of approved yellow and black paint including necessary excavation in any strata.: As directed by Engineer-in-charge. 1.00 130 Rd R. 1.Sr. pipe 30cm a part and fixed in M. Spec.M.00 Providing & casting in situ or precast rectangular R. 15 dt. angle embedded in 1:2:4 cement concrete bedding patti as per detailed drawing with 3 coats of approved of yellow and black paint.350. channels of section 100 x 50 x 6 mm spaced 2. 1:1 1/2:3 studs type .5 C/c 1:2:4 c. No. 20-4-79.IV as per Drg.Mt.Mt.500.: As directed by Engineer-in-charge.C. and painting curing.00 150.c. No. as per detailed drawing.: As directed by Engineer-in-charge.M. 2-4-79.C. as per detailed drawing. 127 Rd R. Spec. wide 38cm deep. pipe 30cm a part and fixed in M.S. 4.: As directed by Engineer-in-charge. complete.45 x 0.Sr.: As directed by Engineer-in-charge. oil painting post with 3 coats and Red fluorscent tape 75 x 75 mm and white fluorscent border 20mm wide around the red tape on all the four sides with necessary adhesive and lamination etc. 370. post of size 130 x 90 x 1300 milimetre consisting of 4 B. 1:4:8 foundation block. Spec. lettering symbol bordering of black non reflective paint including 3. angle one post of 50mm x 50mm x 5mm size duly painted with white and black bands including fixing the boards of M. bedding 55 x 45 cm.00 95. Providing and fixing sign boards of size 90cm having shape of an equilators triangle made out of 14 guage sheet with retro reflective sheeting of Engineering grade as per M. specification No.. 1:4:8 block of size 0.T.T.) Completed Labour 1. Providing and fixing including conveyance charges upto a distance of 200 Km.R. No.Mt.: I. Supplying pre cast conventional reflective delinators on four sides for road signs.45 cm.300. angle with galvanised nuts and bolts and washer. Spec.00 3. including excavation & C. precast concrete post delinators. Spec.S. 6 dt. 801-3 (1993) white reflective back ground.C.00 Providing and fixing Guard Railing of 1000 mm height in 25mm M.00 ----- 173 . and 50 x 6 iron patti as per detailed drawing with 3 coats of approved yellow and black paint.00 -- 133 Rd No. The Board shall be as per IRC-67-1977 including conveying fixing in ground with C.C. R. square bars 100 mm C/c. complete. as per Type drawing No. wires with 14. 20-8-85 and fixed in 50 mm x 50 mm x 6 mm iron angle embedded in 1:2:4 C.C.: As directed by Engineer-in-charge. & Item Code 131 Rd Unit DESCRIPTION OF ITEMS Rate for 2010-2011 ( In Rs.45 metre long M. with 7 year guarantee for the sheeting etc. No. A) Alluminimum Board B) Mild Steel Board / Vitrous Enamelled Spec.575.C.600.000 Kg/cm2 C.45 x 0. No.S.C.67 :1977 & As directed by Engineer-in-charge.00 306.S.00 134 Rd No. M-20 grade 16 mm dia hold fast. 132 Rd Number 266.O. 5/2.45 x 0.00 -- 138 Rd A km km km km ----- 275.: As directed by Engineer-in-charge.S.00 12.) Completed Labour 12.45 m.Sr. No.S. 67 1977 including conveying fixing in ground with cement concrete 1:4:8 block of size 0. lettering symbol figuring bordering of black non reflective paint including 3. width ii) Road surface 1.00 B 174 . angle frame with galvanised nuts and bolts and washers as per I. Rate for 2010-2011 ( In Rs. No.00 275.00 -- 136 Rd Sq.R. Providing and fixing reflective fluorscent tape on old road sign including cleaning / scraping the existing board complete. loaded truck & labour for testing and traffic control are not included. specification No. & Item Code 135 Rd Unit DESCRIPTION OF ITEMS Providing and fixing sign boards of 1. No.C. Carrying out roughness index/road unevenness test with Car mounted/Jeep towed ARUR machine (Automatic Road Unevenness Reconder) caliberated from C.00 550./W. angle including fixing the boards of M.50 m/7 m width.: As directed by Engineer-in-charge.R.070.C.75 m.T.M.I.R. i) Road surface Single lane (B.20 m size or other suitable similar size out of 14 guage aluminium sheet with retro reflective sheeting of Engineering grade as per M. angle two posts of 50mm x 50mm x 5mm size duly painted with white and black bands with bracing of vertical post of bottom of board with 50mm x 50mm x 5mm size M. New Delhi (Central Road Research Institute) or any otehr equivalent authority including taking observations. Spec. 0. complete. feeding data and giving computerised test results including hire charges of all machinery and labour etc. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design & testing at site.80 m x 1.67:1977 & as directed by Engineerin-charge. complete.00 lane 5. Km.) 3.S. Spec. 5. Spec.R.: I.45 metre long M.B. 801-3 (1993) white reflective back ground.45 -- 137 Rd Design of overlay for existing B.T.M.O.Cm. iii) Each additional lane Dead journey charges for transportation of machine /vehicle etc. complete. with 7 year guarantee for sheeting etc.45 x 0.000. NEW ITEMS Sq.T. The charges for transportation of Benkelman Beam. S. 1:4:8 etc. No. No.00 --------- 175 .169.835.00 mm thick for strengthening including bonded with blue retroreflective sheeting of Engineering grade having pressure sensitive/heat activated adhesive retroreflective with as per directed colour with retroreflective symbols.0 milimetre thick bonded with white retroreflective sheeting on Engineering grade having pressure sensitive/heat activated adhesive retoreflective white back ground and red border and back side gray retroreflective symbols. numbers. angle and painting with white and black border of 25 mm. angle post of 65 x 65 x 6 mm size and 3.500. fixing boards on post with including transportation fixing in 1:4:8 cement concrete block of 60 x 60 x 75 cm size at site and complete. No.384.00 41. (ii) High intensity grade Rate for 2010-2011 ( In Rs.80 x 0.819.00 35.c. No. complete. numerals. No. (The work to be executed with prior approval of Superintending Engineer) IRC-57 of 2001 a) (i) Cautionery sign boards 90 cm equilateral triangle. patti of 6.) Completed Labour No.0 milimetre thick on frame of 40 x 40 mm angle with support of 40 mm M. letter.00 18.S. & Item Code 139 Rd Unit DESCRIPTION OF ITEMS Providing and fixing with apex point upward prepared on fibre reinforced plate 3. No. IRC-67 of 2001 i) (a) Board size 1. (The work to be executed with prior approval of Superintending Engineer). bolts and nuts including transportation and fixing in p.772.00 8. 16.S. arrows with two M.c.00 ------------- 140 Rd Providing and fixing road junction/information sign boards of size ___ prepared fibre reinforced plate 4.00 8.227.65 metre long in one piece without joint inflow at bottom and filled on top with tracing of 40 x 40 x 5 mm M.S. 6.808.00 6756. angle post of 65 x 65 x 6 milimetre size and 3. No. c) (i) Prohibitory sign boards having size 60 cm circular. arrows. No.482.00 5.Sr. (ii) High intensity grade b) (i) Informatory sign boards of size 60 x 80 cm. one M.90 metre (b) High intensity grade ii) (a) Board size 1. fitting board to post with 2 numbers of strong G.20 x 0.65 metre long inflated bottom and drilled on top and painting posts with white and black border of 25 centimetres. letters.90 metre (b) High intensity grade No.I. No.00 10. (ii) High intensity grade. T. M.STATEMENT A-1 Basic Rates of Materials for 2010-2011 SR.00 38500.00 46800. No.T.T.00 3500.T. CUM.00 36788.T.T. CUM.00 Deleted 400.T.S. M. 1000 Nos.415 TMT FE . M.00 40779. M.T. Crushed Sand 17 A.00 34999.00 67000.00 33969. For 2010-11 4 5000.00 550. M.T. M. Cum.00 37960. 1000 Nos.i) Fly Ash Brick size 230*100*80 mm B.00 38990. M. 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CEMENT H.00 240.Y. Cum. M.00 205.00 Deleted 38200.T. Sand B. Cum.T.00 37000.00 205 .ii) Fly Ash Brick size 230*150*80 mm (New Item) 18 19 20 Rubble stone Blasted Aggregate 60 mm Blasted Aggregate 40 mm (Hand Broken) Blasted. M. M.00 36500.00 3990. DESCRIPTION 2 UNIT 3 M.T. STEEL Mild Steel Structural Steel Tubular Steel TMT FE . M. M.500 High Tensile Steel ( for prestressed) Bitumen bulk at Mumbai 80/100 Bitumen bulk at Mumbai 60/70 Bitumen bulk at Mumbai 30/40 Bitumen Packed 60/70 Bitumen Packed 80/100 Bitumen Packed 30/40 Bitumen Emulsion A.00 250.D.T. BRICKS ( II CLASS ) B.T. 1000 Nos.T.00 5040. M. Rate in Rs. M. SR.T. Sqm Sqm Cum.00 35900.00 410. Cum. M. Cum.00 410. Cum.00 2 Aggregate above 25 mm and upto 40mm crushed (Hand Broken) Blasted. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Cum.00 115. Cum.00 300.T.00 Deleted Deleted Deleted 206 . 1 21 DESCRIPTION UNIT Rate in Rs. M. M.00 36930. Cum. Aggregate 25 mm Aggregate 20 mm Aggregate 12 mm Aggregate 10 mm Aggregate 6 mm Stone Dust Soft Murum Hard Murum Rubber Modified Bitumen(Bulk)CR-60 at Mumbai Rubber Modified Bitumen(Bulk)CR-55 at Mumbai Rubber Modified Bitumen(Bulk)CR-50 at Mumbai Rough Shahabad 25 to 30 mm Polished Shahabad 25 to 30 mm Brick Bat 3 Cum.00 410. Cum. No. Cum.00 410.00 36119.T.00 110. 400. For 2010-11 4 370. No.C.C : Structural steel work Kg.00 1 2 3 4 Binding Wire Centering oil Plastic cover block R.00 1 2 3 4 5 6 7 8 Corner stone 38*20*30 cm. 35 mm dia. Kg.00 Deleted 5. No. No.00 9.00 25. R.00 22. Corner / Quions 30*20*30 cm. and 75 mm long(100nos.00 20.50 1 2 3 4 M.00 9.00 32. 7. DESCRIPTION Bd-A: Excavation UNIT Rate in Rs. Face stone / Trap rubble Khandakies Pin Header ( standard size ) Quarry spall . Cum.00 7.SR.00 207 .C. Laterite upto 5 kg. No.55 389. Jali 50 mm thick Bd. No.00 240. 67./Nails all sizes Nut Bolts washers 12mm dia. No. No. For 2010-11 1 2 3 4 5 6 Blasting Powder Detonator Fuse Nipple for fastening detenator Noble Dynamite Red Tape Safety Fuse Bd.00 6.M. 45 mm long Nut Bolts washers 12mm dia. Cum. No.S. Ltr.00 1 2 3 Fire Bricks Brick Bats Wire cut bricks Bd.00 50.50 1.00 9.) Nut Bolts 16 mm dia. Sqm 50.F : Reinforcement Cement Concrete per Box Kg. 67.00 67. No. Quarry spall (Trap rubble) Through stone ordinary No. No. 75 mm long Bd. screws etc.G : Reinforcement Cement Concrete Kg. Cum.H : Stone Masonry No.00 50.00 75.00 5.00 50. Cum. No. 40. No. M : Paving.long Polymerised water proof compound Tar paper Water proof compound I. Bd.3 M) Plain cement tiles ( Gray) Plain cement tiles ( Coloured) Plain cement tiles trade (Chequerred gray) Marble Mosaic Tiles (Gray ) (0.and Dado Kg.00 55.00 Deleted 250.00 420.00 285. Tar Felt B. Flooring . 1322. No. DESCRIPTION Bd.S. Hollow Blocks C. 3 mm thick Bd.30 mm thick one side polished Kota stone for steps (polished) upto 25 mm thick.5 * 0.4M.00 Deleted Deleted 218. 13.1*0.45) Kota stone ( Machine cut) upto 25 .00 320. Sqm Sqm 220.2*0.SR.L : Plastering and Pointing Kg.00 72.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Rough Shahabad 50 to 60 mm thick Rough Shahabad 25 to 30 mm thick Polished Shahabad 25 to 30 mm thick Polished Shahabad 40 to 50 mm thick for step Polished Shahabad Machine cut 25 mm thick Polished Shahabad for step 25 mm thick Tandoor Polished 49 mm thick Tandoor Polished 25 mm thick(Machine cut) Tandoor Polished 25 mm thick(Hand cut) Tandoor Polished for steps 25 mm thick Black Kadappa (one side polish)(Machine cut ) 25mm thick Black Kadappa (one side polish)(Machine cut ) 35mm thick Both sides Polished Kadappa stone 25 mm thick Both sides Polished Kadappa stone 25 mm thick(1. For 2010-11 1 2 Hollow Blocks C.00 200. 4.S.2 * 0.I. No.0.0 .00 230. I.00 340.00 220.00 165.S.00 205.00 31.00 1 Neeru / Sanala Bd.2*0. Sqm 33.00 280.I : Cement Concrete Stone Masonry UNIT Rate in Rs. Cum.H.25 m) Marble Mosaic Tiles (White / Coloured ) Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Doz.C.00 31. Roll Ltr.00 370.2*0.00 Deleted Deleted 208 .30 mm thick one side polished Kota stone ( Hand cut) upto 25 .C.00 335.00 770.00 144.J : Water proofing No.25 * 0.(1.00 Deleted 368.50 6.50 1 2 3 4 5 6 7 Bitumen ( Compound) Brick Bats Bitumen Felt (I. Sqm Kg.1970)20 MTR.4M. v) 80 mm thick rubber mould glossy 400 kg/ sq.SR. Sqm. Paving Block 80 mm thick NEW ITEM UNIT Sqm Kg. 330.00 600.cm. vi) 40 mm thick Gray 200 kg/ sq.00 335.00 430. Ceramic Tiles 20 * 20 cm.00 405.cm. vii) 40 mm thick Colour 200 kg/ sq.00 270.cm. Sqm.00 240. Sqm. Sqm.00 800. ii) 60 mm thick Colour 300 kg/ sq. Doz. Ceramic Tiles 395 *395*7 mm.00 275. Doz.00 360.cm.size 590 to 605mm x 590 to 605mm x 8 to 10mm Vitrified matt finish.cm. Sqm. Sqm. Kg.00 1250. Colour White glazed tiles 20*20 cm.cm.00 1500. Doz. Sqm. Sqm. White glazed tiles 15 * 15 cm. Kg. Sqm. Sqm.00 39 40 41 42 43 44 Telephone Black Granite Green Marble Vitrified tiles glossy. For 2010-11 Deleted Deleted Deleted Deleted 80.00 555.00 90. iv) 80 mm thick Colour 300 kg/ sq.cm. Sqm. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DESCRIPTION Marble Mosaic Chequerred Tiles (Gray ) Marble Chips Marble Powder Pigments for Tiles White glazed tiles 20*10 cm. Paving Block Heavy Duty 60 mm thick Paving Block Heavy Duty Glossy. Jointless Ceramic Tiles 600 *600*7 mm. Sqm Sqm Sqm Sqm Sqm Sqm Sqm Rate in Rs. Doz.00 290.00 86.00 690.00 Deleted Deleted Deleted Deleted 38 Heavy duty interlocking concrete block i) 60 mm thick Gray 300 kg/ sq. Colour glazed tiles 15 * 15 cm. Ceramic Tiles 30 * 30 cm.00 100. iii) 80 mm thick Gray 300 kg/ sq. Sqm. No.size 590 to 605mm x 590 to 605mm x 8 to 10mm Vitrified rustic matt stone finish size 590 to 605mm x 590 to 605mm x 8 to 10mm Vitrified stone effect finish size 590 to 605mm x 590 to 605mm x 8 to 10mm 209 .00 2150. Sqm. 00 49.) Dry Distemper Kg. Ltr. Ltr.P: COLOUR . Kg. DESCRIPTION Bd . Kg.O: OIL PAINTING Kg.00 95. Kg.00 150. Kg. No. No.00 62.00 75.00 210 . Ltr. Ltr.00 75.00 125. Brush for Road marking 10 cm.S.N: WOOD FINISH UNIT Rate in Rs.00 152. Kg. Ltr.00 53.00 184. 38. Ltr. For 2010-11 1 2 3 4 5 Bees Wax Coal Tar Common Spirit French Polish Varnish Bd .00 40. Ltr.00 65. No. Kg. Ltr. 89. Ltr. No.SR.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Oil Enamel Paint / Flat /Glossy Paint ( Ready mix ) (with I.00 84.00 35.00 16.00 180. Kg. Mark) Synthetic Paint ( Ready mix) Catonic Emulsion Paint White Lead Paint White Oil Paint 100 ml pack tin Red Oxide Paint Cement Paint Steel Primer Primer for plaster surface Putty Boiled Linseed Oil Linseed Oil double boiled Terpentine Wood Primer Brush for Lettering Brush for Road marking 5 cm.00 215. Ltr.00 55. No. Ltr. 176. DISTEMPERING Ltr.I. Brush for Road marking 8 cm.00 8. Ltr. Kg.00 55. Kg. No.00 37. WHITE WASHING .00 76.00 Deleted 20.00 80. No.00 8.00 22. Kg.00 74. Lustre Paint Textured Synthetic Paint Bd .00 1 2 3 4 5 6 Neel Oil Bound Distemper Red Powder / Geru Saras Scrapping Sand Paper ( size 30 * 20 cm. S.Wood 12 mm thick Ply.5 m. DESCRIPTION Bd .50m length. Sqm.SR. Sqm.20*2.50 29.5 mm thick Face Veneer Board 4 mm thick Hard Board 6 mm thick Laminated Board Single 6 mm thick Laminated Board Single 10 mm thick Laminated Board Single 12mm thick Laminated Board Single 20mm thick Laminated Board Double 6 mm thick Laminated Board Double 10 mm thick Laminated Board Double 12 mm thick Laminated Board Double 20 mm thick Partical Board B.Veneer (1.00 310.) Ghana Teak wood planks above 2.Wood 6 mm thick Mica Laminate as per I. Sqm. Sqm. Cum.00 211 . Cum.00 40.Q: WOOD WORK UNIT Rate in Rs.00 285. Sqm.00 30000. No. Sqm. 42000.00 50000.8 m.Wood 4 mm thick DECORATIVE Ply . Sqm. Commercial Ply .00 250. Sqm.00 520.00 150. Rmt Rmt Sqm.00 6.P.W. For 2010-11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Ghana Teak wood planks 20 to 50 mm thick ( 10 to 15 cm. Sqm. Sqm. Sqm.00 295.00 270. long. Ghana Teak wood bidding 1/2" *1/2" Malesia / Assam wood Jungle wood (Non teak ) Normal Jungle wood (Non teak ) Hard Bamboo 25 mm dia. Sqm. Sqm.5 to 6 m. Sqm. 0.) Bamboo 50 mm dia.00 320.00 320. Ghana Teak wood battens 50 *25 mm. Cum. ( 4.00 330.00 145.40mm) Ply.00 251.00 310.00 255.8 MM thick Mica Laminate as per I.00 16950.00 21.00 295.00 46500. Sqm. 1 MM thick Formica 1. Rmt Rmt Cum.00 16800.00 240.00 355. Sqm.S. Phinol Bond 12 mm thick Cum.I.Wood 9 mm thick Ply.2 * 1.00 250. Cum.) Ghana Teak wood planks 20 to 30 mm thick ( 1 to 2.00 310.I. Sqm. Bamboo Matting 1.50 8. Sqm. Sqm. 00 22. Nails Iron all size Sqm. Sqm.00 128.S. 9mm thick b.G. G. 210. Sqm.C.00 5.00 54250. 18 mm thick UNIT Sqm. No.Plain sheet 6 mm thick only for repairs A.V.I.10 Sqm.G.00 41 Bagasse based plain partical board's Interior grade (I.G. Sqm.00 285.00 410.00 42 Stainless Steel Pipe Hand Rail 40mm Dia. G.P. Sqm. No.T. Phinol Bond 25 mm thick Partical Board B. M. For 2010-11 350.00 78. Kg. G. Board Baggasse Based interior grade plain (I.00 140. Hand Rail 40 mm Dia.00 1060. 9mm thick b. Sqm.00 470. Doz.W.SR.00 190. Sqm. 12 mm thick c. sheet (CORRUGATED) 24 B. Kg.I.C.D.W.G.I. Sqm.J or L hooks 6 mm dia. Sqm. Sqm.C. Pair Rmt. Hand Rail 40 mm Dia.I. sheet Ridge only for repairs A.S.P. 245. Trafford sheet 6 mm thick only for repairs A.P. Rate in Rs. Sqm.T.C.V.00 54250.W. sheet (plain) 24 B. washers G. M. Phinol Bond 35 mm thick Fevicol / Vamicol P.F.I. sheet plain 4 mm thick only for repairs G.00 115.00 425. Rmt.00 140.00 245.C. No. P.C. M. Corrugated sheet 6 mm thick only for repairs A. 12 mm thick c.25 45. Kg.00 500. Sqm. (A Grade pipe No. Rawal Plug Solid core shutter 35 mm thick with commercial Veneer Facing & Phenol Bonded Wooden Peg.W.I. 12406 -2000) a. 31 32 33 34 35 36 37 38 39 40 DESCRIPTION Partical Board B.W. sheet (CORRUGATED) 22 B.00 320.W. Sqm. G.00 4. 3087-2005) a.C.W.C. Sqm.C. Phinol Bond 19 mm thick Partical Board B.00 90.00 550.00 140. 304 Q) Bd .00 40. sheet (plain) 22 B. 165. Guttersheet Ridge only for repairs A.00 212 .R: ROOFING AND CEILING 1 2 3 4 5 6 7 8 9 10 11 12 13 A.50 900. Sqm.C. 18 mm thick Sqm. 00 16. 180.00 85.00 No. Gypsum Powder.) Aldrop Bross Oxidise 300*16 mm Aldrop Stainless steel 300*16 mm Bross Oxidissed Handle 125 mm Handle 125 mm Chromium plated Handle Aluminium 125 mm Handle for steel window Handle Iron Oxidised 100 mm But Hinges a)Brass Oxidised Hinges 125 mm b)Brass Oxidised Hinges 100 mm c)Brass Oxidised Hinges 75 mm No.T:DOORS AND WINDOWS Aldrop 300*16 mm chromium Bd plated Aldrop Aluminium 300*16 mm Aldrop Iron Oxidise 300*16 mm (20 mm Dia.00 350.00 26. No. Rmt.00 12. No. No.00 50.00 65.00 150.00 7. No. No.00 18.00 18.00 12. No.I.00 12 a)Iron Hinges Chromium plated 125 mm b)Iron Hinges Chromium plated 100 mm c)Iron Hinges Chromium plated 75 mm 13 a) Hinges Iron Oxidised 125 mm b) Hinges Iron Oxidised 100 mm c) Hinges Iron Oxidised 75 mm 14 a) Hinges Steel 125 mm b) Hinges Steeld 100 mm c) Hinges Steel 75 mm 15 a) Hinges Powder Coated 125 mm b) Hinges Powder Coated 100 mm 213 . No. Rate in Rs. For 2010-11 10.00 180. Kg.00 26. 1 2 3 4 5 6 7 8 9 10 11 . No.00 55.00 20. No.00 40.00 145.50 mm thick roof Metalic Coloured Sheet G. No.00 17. No. No.00 Mangalore pattern cowl Ventilator Karva ( for Roof and Sides 10 kg. No.00 16. No.00 198.00 95. No.00 18. No. No. No. No. No.00 15. No.00 375. No. Bundle Sqm. 14 15 16 17 18 19 20 21 Mangalore Tiles Class AA Mangalore Ridge / Hip tiles Mangalore Glass Tiles DESCRIPTION UNIT No.00 16. No. No.00 23.Pre Coated Trapezoidal . No.00 182.00 16. bundle) G.Pre Coated Ridge Sheet.SR. No. 92.I. No. No. length 75 mm 21 a)Tower Bolt Chromium Plated 10 mm dia. length 200 mm d)Tower Bolt Brass Oxidised 10mm dia. Doz.00 42. Rate in Rs.00 Deleted Deleted Deleted 16 a) But Hinges Aluminium 125 mm b) But Hinges Aluminium 100 mm c) But Hinges Aluminium 90 mm d) But Hinges Aluminium 80 mm 17 Brass Double Acting spring Hinges a) G. No.00 13. length 250 mm c)Tower Bolt Iron Oxidised 10 mm dia. No.00 10. length 150 mm 22 a)Tower Bolt Iron Oxidised 10 mm dia. Doz. Screws 75 mm d) G. Doz.00 Deleted Deleted Deleted Deleted 122. length 200 mm d)Tower Bolt Chromium Plated 10 mm dia.I. length 300 mm b)Tower Bolt Brass Oxidised 10mm dia. length 250 mm c)Tower Bolt Aluminium 10mm dia.00 62. length 300 mm b)Tower Bolt Chromium Plated 10 mm dia. Doz. Doz.I.00 96.00 82. No.I. length 300 mm b)Tower Bolt Aluminium 10mm dia. No. No. Doz.00 35. length 150 mm e)Tower Bolt Aluminium 10mm dia.00 9. No.00 62. length 250 mm c)Tower Bolt Brass Oxidised 10mm dia. Screws 125 mm b) G. Doz. No. No.00 94.00 51. length 200 mm 23 Cold Rolled Steel Hollow Section a) Door Frame 1829 * 762 mm b) Door Frame 1981 * 610 mm No. No. No. No. No.00 Deleted 69. No. Screws 50 mm e) G.00 15. DESCRIPTION c) Hinges Poweder Coated 75 mm UNIT No.00 72. length 300 mm b)Tower Bolt Iron Oxidised 10 mm dia. 832. length 200 mm d)Tower Bolt Aluminium 10mm dia.00 78. No. No. Screws 25 mm 18 a) Brass Screws 100 mm b) Brass Screws 75 mm c) Brass Screws 50 mm d) Brass Screws 25 mm 19 a)Tower Bolt Brass Oxidised 10mm dia. For 2010-11 14. No.00 108. length 250 mm (New Item) c)Tower Bolt Chromium Plated 10 mm dia. No. length 150 mm 20 a)Tower Bolt Aluminium 10mm dia. No.I. Doz.I.00 214 . Screws 100 mm c) G. No. No.00 102. Doz.SR. No.00 Deleted 140.00 845.00 6.00 46. Sqm. No.00 e) Door Frame 2057 *1061 mm f) Door Frame 2057 * 762 mm g) Door Frame 1829 * 610 mm 24 25 26 27 28 Aluminium stay 20 cm Aluminium stay 25 cm Aluminium stay 30 cm Jali Fly Proof Galvanised Iron Jali Chicken mesh a) Jali Welded mesh 25 * 25 * 2. c) Door Frame 1981 * 762 mm d) Door Frame 1981 * 914 mm DESCRIPTION UNIT No.8 mm c) Jali Welded mesh 50 * 25 * 2. Sqm.00 380.00 150. Sqm.00 18.00 23.00 200.00 768. Sqm. No. Sqm. No.00 40. No. No. No. No.00 120.P.00 215 .00 45.3 mm d) Jali Welded mesh 50 * 25 * 2.00 946. No.M.00 35. No. No.00 900. Sqm.00 91. No.00 41. Sqm. Sqm.00 270. No.00 11.00 31. Sqm. Sqm. No. No. For 2010-11 882.00 20. Sqm.3 mm f) Jali Welded mesh 50 * 50 * 2.00 48.8 mm e) Jali Welded mesh 50 * 50 * 2. 30.00 Deleted 250.00 65.SR. Sqm. 12 MM * 18 GAUGE a) Hold fast Iron 300 * 40*5 mm b) Hold fast for steel gate 32 Sliding Door Bolt a) Chromium plated 250 mm b)Aluminium plated 250 mm c) Brass plated 250 mm d) Iron plated 250 mm e)Brass Oxidised 300 mm 33 a) Glass Plain 3 mm b) Glass Plain 5 mm 34 a) Glass obscured (Bajara) 3 mm b) Glass obscured (Bajara) 5 mm 35 36 37 Brass Oxidised Hooks and Eyes 200 mm Brass Oxidised Hooks and Eyes 225 mm Iron Oxidised Hooks and Eyes 75 mm No. No. Rate in Rs.00 427. No. Sqm.00 25.00 120.00 290. No.3 mm b) Jali Welded mesh 25 * 25 * 2.00 36.00 92.00 95.00 908. Sqm.8 mm 29 30 31 Wire glass 5 mm thick X. 00 21. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 DESCRIPTION Iron Oxidised Hooks and Eyes 225 mm Aluminium Hooks and Eyes 225 mm Chromium Plated Hooks and Eyes 225 mm Cellular Core Flush Door 35 mm Bearing roller glazed window shutter Chain and Staple Iron Stopper for steel window Chain and stopper 10 cm.I.00 261.00 198.00 96. Rmt.Nut Bolt G .00 25. No.00 37.00 163. Sqm. Rmt. Precoated trapezoidal zinc coated sheets 0. No.Pipe 40 mm dia. Rmt. Medium Type G. No. No.V: WATER SUPPLY AND SANITORY FITTINGS UNIT No. Medium Type G.00 660. No. For 2010-11 18.I. Rmt. Medium Type G.I. Heavy Type G.I.Pipe 40 mm dia.Pipe 15 mm dia. Rmt. Medium Type Rmt. Medium Type G.00 216 . I . Rmt.00 4.00 506. No.00 74. Chapras 100 mm Iron Oxidised G.I.00 44.00 1 2 3 4 5 6 7 8 9 10 11 12 13 G.I. No. Medium Type G.SHOE 75 MM TO 100 MM (18 GUAGE) Iron Oxidised Latch 250 mm long Housing Box to rolling shutter Mortice Lock Superior Solid Core commercial shutter 30 mm thick phenol bonded Iron washer 12 mm to 16 mm Plain Alluminium sheet 24 Guage ( 10' *4' of size) G.00 84. Rmt. Medium Type G.00 105.I.00 17.I.Pipe 100 mm dia.I. Heavy Type G. No. Sqm.I.00 22. Rate in Rs.00 229.00 76.I. Kg.00 130.Pipe 25 mm dia.Pipe 20 mm dia. No. Heavy Type G.Pipe 100 mm dia. No. Rmt.I.00 11. 630.00 903. Rmt. Rmt.I.00 685.40 268.Pipe 32 mm dia.I.SR.I.00 200.Pipe 32 mm dia. Sqm. Rmt.Pipe 25 mm dia. No. No.Pipe 15 mm dia. Heavy Type G. Sqm.Pipe 20 mm dia. Heavy Type G.00 25.50mm thick Bd . Heavy Type G.00 75.Pipe 50 mm dia.00 725. Rmt.00 154. UNIT Rmt.Bend 100 mm dia. Rmt. G.Grating 100 mm dia. Screws 25 mm dia.00 176.I. Bib tap 12 mm C. ltr. C. Screws 30 mm G. C. Rmt.C.I.00 142. No. No. Screws 40 mm G.SR.I.00 45. No. ltr. Rmt.P.00 380.00 217 .I. No.00 18.Pipe 80 mm dia.00 Deleted Deleted 41.Grating 150 mm dia.) One piece mold water tank H.00 132. Rmt.I. Wire bolt 30 *1.I. No. Heavy Type G. / Fibre (upto 1000 ltr. No.00 Deleted 16. No. No.I.I. C.Chain 12 mm dia.I. No.Pipe 65 mm dia.I.00 21. No.Chain 28 mm dia. No.I. Rate in Rs.50 3.00 179. G. Heavy Type G. No. No. C.Pipe 50 mm dia.00 7200.00 10.Pipe 80 mm dia. Water tank 1. No.P.Pipe 65 mm dia. Gully trap cover eith frame Gun Metal stop tap with crutch wheel 20 mm Gun Metal stop tap with crutch wheel 25 mm GI.I. Clamps 100 mm to 150mm G.00 163.dia.00 2. No.2 mtr.5 m length) One piece mold water tank H.I.00 475. No.6 cm Gun Metal stop tap with crutch wheel 15 mm Gun Metal stop tap with crutch wheel 20 mm Gun Metal stop tap with crutch wheel 25 mm Gun Metal stop tap with crutch wheel 32 mm R.00 17.I.I.I.00 417.Grating 75 mm dia.) C.00 328.I.00 200.I. Clamps 40 mm to 80mm G. Heavy Type G.00 142.00 6.I.00 152.D. No. Kg. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 DESCRIPTION G.Bend 75 mm dia. Union 25 mm dia.50 170.00 21. Rmt.I. ( 2. No.00 30. Medium Type G. No. No. For 2010-11 300.I. No. Clamps 12 mm to 32mm G. Medium Type G. Rmt.00 11. / Fibre (above 1000 ltr. G. No.D. No. Fixtures G.60 6. 00 415. b)C. C. c) C.00 230.Soil pipe 150 mm dia.Cover 45 * 30 cm. (375 mm long) C.C.I. (375 mm long) C.Man hole cover 85 kg.00 610. Collers 100 mm dia. Rmt. No. No. FLOT Ball cock 50 mm dia.)Nahani trap C.00 440. No.I. No. No.00 220.00 100.45 m) 56 57 57A 58 59 60 61 C. No.I.V.C.Soil pipe 75 to 80 mm dia.00 1030.9 *0. FLOT Bib Cock Cock stop tap brass heavy 15 mm Bib Cock Cock stop tap brass heavy 20 mm Bib Cock Cock stop tap brass heavy 25 mm Bib tap 12 mm brass medium 218 .Soil pipe 100 mm dia.I.00 600. No.SR. a)C.Rain water pipe 75 mm dia. c)C.00 173.Brackets C. C.Man hole cover 75 kg. No.Nahani trap 75 to 80 mm dia.I.00 460.Man hole cover 180 kg. 46 47 48 49 50 51 52 53 54 55 C. C.I.100 * 75 * 300 long arm (weight 6 kg. C.00 128.00 135. FLOT Ball cock 40 mm dia. Rmt. No. No.I. No. d) C. Rate in Rs.Cowl /Vent 100 mm dia. For 2010-11 90.I.I. No. No. No. FLOT Ball cock 25 mm dia. C.I. Rmt. No.I.V. No. No. No.00 200.00 C.Hinged Cover with Frame C.00 160.00 280. Rmt.00 4500. Low level Flush Tank a) C.I.I. C.00 446.00 115.I. No.Nahani trap 100 mm dia.I.I.I. P. No.I.I. Collers 75 mm dia. DESCRIPTION UNIT pair No.00 150.00 Deleted 1840. P. No.V.00 1930.Rain water pipe 100 mm dia.Heavy (0.Rain water pipe 150 mm dia. Rmt.00 480.Cowl /Vent 150 mm dia.I.00 630.00 300. No. No.Cowl /Vent 75 mm dia. P.00 1050.C. No.00 530.Shoe 75 to 100 mm dia.V.Shoe 150 mm dia.I. with frame C.00 1890. Ball cock 15 mm dia. Rmt.00 490.C.Man hole cover 65 kg.I. b) C. 62 63 64 65 66 67 68 69 70 71 C.00 185. C.I.I. P.00 380. No. No.00 48.C.C.00 7.C.00 1060.C.00 840. pipe 25 mm Clamp for G. No. Fibre Flushing tank for W. No. long) C.00 Deleted 5800.pan Earopean type glazed W.00 961.00 1050. Septic tank 1. No.SR.I. Flushing tank automatic Urinal 5 ltr.00 520. C.00 Deleted Deleted 900. No.V.PAN 68 CM. No.pan 68 cm.9 m. No.5 m. dia.00 550.C.C.PAN 64 CM.00 800.00 415.00 200. dia. Pedestal for wash basin ( standard size) Marble Mosaic sink 0.PLUG BEND 150 MM DIA. (2. c) White Glazed wash Hand Basin 45*30 cm. No. No. No. No.I. (2. No.20 m.PAN white glazed 57. Flushing tank automatic Urinal 10 ltr.6 * 0. No.3m.C. C.00 914.00 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 Sink White glazed 45*20*30 cm.) Low level flush pr.00 696. d) White Glazed wash Hand Basin 55*50 cm. Cover with frame ( Gully trap) C. No.00 1025. No. class with tap (Orisa) W. No. 1 st. No. No.PAN with P trap 685mm. Clamp for G.I. No.00 Deleted 1100. No.00 1280. st. No. b) Colour wash Hand Basin 63*45 cm.C.(P.C.I. No.50 (Orissa) W. (Orissa) W. W.00 740. No. No. 72 DESCRIPTION a) Colour wash Hand Basin 55*40 cm. Septic tank 0. 1 st.00 900. No.C.I. pipe 200 mm Colour European type W. (Orissa) W.C.Steps for manhole C. Earopean white glazed earthen ware closet pan W.00 7370. Rate in Rs. Flat back Urinal Stall type Urinal Lipped type Urinal 219 . No.00 500. W.PAN white glazed 64 CM.PAN Coloured glazed 64 CM. No.5 m. 10 ltr.I. Indian.C.PAN white glazed 58 CM.00 320.00 825. No. No. class with tap. No. long) C.00 945. Pan Earopean type White glazed W. No.00 400. UNIT No. For 2010-11 680. No.C.00 610.C. Rmt.00 50. No. No.00 85. No. Rmt. Rmt.00 25. No. No.00 241.00 55.00 63. No. No.00 477. Rate in Rs. No. No. Stop tap brass with crunch wheel 15 mm dia. No.00 315. No.00 60. No. For 2010-11 3381.00 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 Wheel stop tap Brass 15 mm Wheel stop tap Brass 20 mm Wheel stop tap Brass 25 mm Socket brass for 32 mm tap Socket brass for 40 mm tap Socket brass for 50 mm tap Socket brass for 65 mm tap Socket for 100 mm tap Socket for 15 mm tap Socket for 20 mm tap Socket for 25 mm tap Socket for 32 mm tap Socket for 40 mm tap Socket for 50 mm tap Socket for 65 mm tap Socket for 80 mm tap Socket for G.00 115.SR. DESCRIPTION a)Coloured glazed full stall Urinal UNIT No.00 90. No.00 199. No. No. No. Rmt.00 30. No.00 40.00 63.00 45. No.00 131. Stone ware pipe 150 mm dia. Towel rod with clamps 16 mm dia. 220 . No. Stone ware GLAZED PIPE HALF ROUND 100 mm dia. No.00 75.00 187.00 70.00 52.00 90.00 70.00 161.00 63. No. No. Stone ware pipe 225 mm dia. No. No. No. No.00 90. No.00 80.PIPE 150 mm tap Span Yarn Strainer for 100 mm Strainer for 40 mm Strainer for 50 mm Strainer for 80 mm Strainer for 15 mm Strainer for 20 mm Strainer for 25 mm Stone ware pipe 100 mm dia.00 52.00 178.I.00 35.00 80. No. 00 100. Y junction 150 mm dia.Heavy type Black pipe for Drainage Alkathene pipe special 25 mm dia. Box Chamber with lock 0. Brass wheel stop tap 32 mm dia. TUBE 40 TO 65 CM LONG 10 CM dia. No.6*0.00 143.00 177. Coupling cast Iron 80 mm dia. No.00 272. C. TUBE 40 TO 65 CM LONG 12 mm Flexble inlet pipe connection Alkathene pipe 40 mm dia. Chromium plated 12 mm dia.Tee C.5mm) Chromium plated brass No.00 20. M.I.00 317. plate (95*40*1. plate (60*60*1.I. No. Half turn flush cock 25 mm dia. Rate in Rs. No. Coupling cast Iron 100 mm dia.45 m. Brass nozzle pillar tap 12 mm Blck bakelite seat to european closer Concussion push button type gun metal tap 15 to 25 mm dia.6*0. 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 DESCRIPTION Mirror 40 * 50cm.00 221 .SR.00 535.00 85.00 76.05mm) C. Brass wheel stop tap 80 mm dia. No. No. Y junction 100 mm dia. dia. No.I. No. Brass wheel stop tap 65 mm dia. Brass wheel stop tap 40 mm dia. Rmt. Y junction 75 mm dia. 8 CM dia. Pair No.00 70.00 315. with plastic frame Brass T Thimble Socket 32 mm dia.00 90. for drainage purpose 60 cm long A.00 39. No. No. No. No. No.S.I. No.00 185. No. No. No. No. No. No.45m Bell mouth cover 100 mm dia.00 485.00 66. C.00 127. Enameled bend 40 mm dia.00 Deleted 2177.6*0.00 39. Bath stone trap 0.C. No. No.00 270. bib cock Chromium plated brass fountain jet Chromium plated brass No. AIR EXTRACTOR 45 cm . No. No. No.Trap grating 15 *10 cm. C.00 90.00 89.00 512. No.00 48. No.00 40.S. Brass wheel stop tap 50 mm dia. UNIT No.I.00 Deleted 50.00 83. For 2010-11 297. M. No.00 364.00 590. No. Rmt.00 152.00 89.PIPE 100MM DESCRIPTION UNIT No. No.00 147.00 White glazed foot rest chequred 25 *10cm. Rmt. Rmt. No. No. Lit.00 228.C. Kg. Lead pipe 25 mm dia.00 21.C.V. pressure ( class IV) 222 .00 202.R.00 51. No. 10 kg. Rmt.00 33. 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 Ferrul for C.00 Deleted 140.I. Rate in Rs.C.00 310. Half round earthware pipe 100 mm (60 cm long) Half round earthware pipe 150 mm (60 cm long) Hum Prope Half round Chaina ware pipe 100 mm (60 cm long) Half round earthware pipe 75 mm (60 cm long) B. Pipe 20 mm dia. Lead plate Mohagani seat with lid Mosquito proof coupling Non.00 81. No.00 165. Lead pipe 32 mm dia.00 154.C. chromium plated heavy Piller tap 12mm dia. Lead pipe 40 mm dia.00 202.SR.00 245. No. Fabric 5mm thick Lead pipe 12 mm dia. Pipe 32 mm dia. For 2010-11 177. No. No. Rmt. 10 kg. 10 kg. No. No.Return valve 20 mm for water meter Piller tap 12mm dia.C. Rmt. No. Kg. 10 kg.00 103.00 31.00 30.00 31.00 38. Rubber gasket Rubber Incertion Rubberised adhesive Salt glazed stone ware gully trap (150 *150mm) Self project tap brass chromium plated 15 mm Sewer trap Shower rose chromium plated brass 10 cm. No. pressure ( class IV) P. Pipe 15 mm dia.00 57. No.00 70. P.00 210.Return valve 15 mm for water meter Non.00 44. Sqm. Rmt.Return valve 25 mm for water meter Non.00 176.V.00 262. Kg. Rmt. No.00 17. Pair No. chromium plated light P.TRAP AND LEAD PIPE UPTO 40 MM DIA. No.V. pressure ( class IV) P.00 38. Pipe 25 mm dia.V.00 33. pressure ( class IV) P. No. Rmt.00 70. Rate in Rs.P.V. P. No.C.00 670.V. Bib Cock Long Thread Jaquar Make Continental C. Rmt.C. Ltr. No. No.C.P. No. pressure ( class II) P.P.V. 10 kg.C.P. Pipe 75 mm dia. 4 kg.C.V.00 150. Rmt. No.00 66. 4 kg.00 402. Ferocret Tank Stainless Steel Sink of size 600 x 510 x 200mm of Nirali or equivalent make NEW ITEM UNIT Rmt.00 780.00 80. Socket 60 mm dia. Pipe 40 mm dia.00 223 .00 19. No. Pipe 110 mm dia. 4 kg. Bib Cock with Nozzle Jaquar Make Continental C. 2-way Bib Cock Jaquar Make Continental C.00 55. Bib Cock (ISI) Jaquar Make Continental C. Pillar Cock Jaquar Make Continental C.00 102. No.SR. For 2010-11 54. Socket 25 mm dia. Pipe 60 mm dia.00 10.capacity) Flush valve 32 mm dia.P.00 1007. No.V.C.V.00 525. P.00 217. pressure ( class II) P. Pillar Cock Long Neck with Aerator Jaquar Make Continental C. Angular Stop Cock Long Thread Jaquar Make Continental C.P. Bib Cock with Wall Flange Long Thread Jaquar Make Continental C.P.00 495. 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 DESCRIPTION P.00 14.00 195.00 540. No. No. Pipe 90 mm dia. No. Pipe 50 mm dia.00 525. Pipe 160 mm dia.V. No. pressure ( class IV) P. No.V.00 1139. No.C.P. Flushing tank (10 ltr. Bottle trap chromium plated 32 mm dia. Rmt.V. 10 kg. No. 515. pressure ( class II) P. P. Pillar Cock (ISI) Jaquar Make Continental C. 4 kg. Socket 20 mm dia. P. No. No.P. Rmt. Socket 32 mm dia. No.C.V. P.V. No.C. P.00 28.V.00 515. pressure ( class IV) P.P. Angular Stop Cock with Wall Flange Jaquar Make Continental No.C.00 540. No.C.00 5.00 505.V. Socket 50 mm dia. Pipe 140 mm dia.V.C.C. pressure ( class IV) P.C. P. pressure ( class II) P. pressure ( class II) P. Rmt.00 123.P.V.C. Rmt. No.00 5195. Socket 40 mm dia. No. Angular Stop Cock (ISI) Jaquar Make Continental C.C.00 82.00 37.00 216 217 218 219 220 221 222 223 224 225 226 C.00 550.V. Rmt. 4 kg. Socket 15 mm dia. 10 kg. 00 1495. Sink Cock with Swinging Casted Spout (Table Mounted) Jaquar Make Continental C. No. No.00 2225. Sink Mixer with Swinging Casted Spout (Wall Mounted) Jaquar Make Continental C. Toilet Rack 24" with Lower Hanger Jaquar Make Continental C.P. PVC Tube with wall hook Jaquar Make C.00 955.SR. No. Shower Arm 190mm Long Light Body with Wall Flange Jaquar Make Continental C. No. No.00 224 .00 1850.P.P. No.P. No.P.P.00 735.P. Soap Dish (Polyurethane) Jaquar Make Continental C. No. No. Wall Mixer Non-Telephonic Shower Arrangement Jaquar Make Continental C.00 600. Sink Mixer with Swinging Casted Spout (Table Mounted Model) 450mm long Braided Hoses Jaquar Make Continental C.00 990.P.P. No.00 1800. Angular Stop Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting) C. Wall Mixer (Wall Mounted Model) with Telephone Shower Arrangement only & with Telephone Shower Crutch Jaquar Make Continental C. Handshower (Health Faucet) 1m. No.00 410. No. Sink Cock with Swinging Casted Spout Jaquar Make Continental C. Wall Mixer with Telephone Shower Arrangement only but without Telephone Shower Crutch Jaquar Make Continental C.P.P. No.00 1800.P. 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 No. No. For 2010-11 1930. No. Wall Mixer with Provision for Overhead Shower with 115mm Long Bend Pipe & Wall Flange Jaquar Make Continental C.00 975.00 No.00 2600. Central Hole Basin Mixer without popup Waste system with 450mm Long Braided Hoses Jaquar Make Continental C. No. 227 228 229 230 DESCRIPTION C.00 1625. No.00 2325.00 675. No. No. 2-Way Bib Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting) C.P.P.00 990. Towel Ring Square Jaquar Make Continental C.P.P.P. Towel Rail 24" Jaquar Make Continental C. Flush Cock with Wall Flange 25mm with Plain Knob Jaquar Make Continental C. 2350. No.P.P.P. Bib Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting) C.00 990.00 950.00 2050.P. Pillar Cock Jaquar Make Queen's Collection (Quarter Turn Fitting) C.P.00 625. No. Toilet Paper Holder Jaquar Make Continental C. No.00 1050. Soap Dish Hokker Jaquar Make Continental C. Central Hole Basin Mixer with Regular Spout without Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting) UNIT Rate in Rs.P. 60 70. 2400.P Wall Mixer Non-Telephonic Shower System Jaquar Make Queen's Collection (Quarter Turn Filling) C.SR. 2425.00 253 No. Central Hole Basin Mixer with Regular Spout with Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting) C. 2250.50 99. No.70 48.00 8. Rmt.40 78.90 151.00 254 No. No. Rmt. No.00 210.00 252 No. 322. Rmt. 1080.P Wall Mixer (Wall Mounted Model) with Telephonic Shower Arrangement only but without Crutch Jaquar Make Queen's Collection (Quarter Turn Filling) C.40 26.00 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 No.P. No. Rmt.60 23. Rmt.00 251 No.00 364.10 11. No.40 41. No.P. No. Rmt. Coated Stop Cock with adjustable Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting) MCH Telephone Shower with 1 and 1/2m long Flexible Tube & Suivel Wall Hook Jaquar Make Queen's Collection (Quarter Turn Fitting) Hydraulic Door Closer CPVC Pipe 15 mm dia CPVC Pipe 20 mm dia CPVC Pipe 25 mm dia CPVC Pipe 32 mm dia CPVC Pipe 40 mm dia CPVC Pipe 50 mm dia Coupling for 15 mm dia Coupling for 20 mm dia Coupling for 25 mm dia Coupling for 32 mm dia Coupling for 40 mm dia Coupling for 50 mm dia Elbow 90 Degree for 15 mm dia Elbow 90 Degree for 20 mm dia Elbow 90 Degree for 25 mm dia Elbow 90 Degree for 32 mm dia UNIT No.00 256 No. 3050.00 151. Central Hole Basin Mixer with Small Spout without Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting) C. No. Rate in Rs.00 62.80 225 .P.P Wall Mixer (Wall Mounted Model) with Telephonic Shower Arrangement only & with Telephone Shower Crutch Jaquar Make Queen's Collection (Quarter Turn Filling) C. 2675. For 2010-11 2925.20 78.50 15.00 255 No. 250 DESCRIPTION C. No. No. No. No. No.50 18. No. No.30 101. No. No. No. No.20 1898. No.10 50.40 33.90 50. No. No. No.50 34.20 1191. No.20 147.60 15. No.20 11.SR. No.10 137. No.20 315.60 17. No. No.70 578.50 1475.10 70.00 10.00 106. For 2010-11 118. No.80 119. No.50 465.40 407. No.40 1160. No. No.20 226 . Rate in Rs.10 92.60 52. No.10 408.40 494. No. No.90 240. No. 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 DESCRIPTION Elbow 90 Degree for 40 mm dia Elbow 90 Degree for 50 mm dia Tee for 15 mm dia Tee for 20 mm dia Tee for 25 mm dia Tee for 32 mm dia Tee for 40 mm dia Tee for 50 mm dia End Cap for 15 mm dia End Cap for 20 mm dia End Cap for 25 mm dia End Cap for 32 mm dia End Cap for 40 mm dia End Cap for 50 mm dia Ball Valves for 15 mm dia Ball Valves for 20 mm dia Ball Valves for 25 mm dia Ball Valves for 32 mm dia Ball Valves for 40 mm dia Ball Valves for 50 mm dia Male Adapter (Brass Threads) for 15 mm dia Male Adapter (Brass Threads) for 20 mm dia Male Adapter (Brass Threads) for 25 mm dia Male Adapter (Brass Threads) for 32 mm dia Male Adapter (Brass Threads) for 40 mm dia Male Adapter (Brass Threads) for 50 mm dia Male Adapter (Plastic Threads) for 15 mm dia Male Adapter (Plastic Threads) for 20 mm dia Male Adapter (Plastic Threads) for 25 mm dia Male Adapter (Plastic Threads) for 32 mm dia Male Adapter (Plastic Threads) for 40 mm dia Male Adapter (Plastic Threads) for 50 mm dia UNIT No. No.10 6.40 27. No. No.20 250. No. No. 60 422.00 222.30 401.20 641. No.SR. No. 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 DESCRIPTION Female Adapter (Brass Threads) for 15 mm dia Female Adapter (Brass Threads) for 20 mm dia Female Adapter (Brass Threads) for 25 mm dia Female Adapter (Brass Threads) for 32 mm dia Female Adapter (Brass Threads) for 40 mm dia Female Adapter (Brass Threads) for 50 mm dia Female Adapter (Plastic Threads) for 15 mm dia Female Adapter (Plastic Threads) for 20 mm dia Female Adapter (Plastic Threads) for 25 mm dia Union for 15 mm dia Union for 20 mm dia Union for 25 mm dia Union for 32 mm dia Union for 40 mm dia Union for 50 mm dia Cross for 15 mm dia Cross for 20 mm dia Step over Bend 15 mm dia Step over Bend 20 mm dia Tee Holder for 15 mm dia Tee Holder for 32 mm dia End Plug Threaded for 15 mm dia UNIT No. No. No.50 5. No.30 227 .90 121. Rate in Rs. No.10 1057.20 127.50 24.40 6. No.80 762. No. No. For 2010-11 88. No. No.90 294. No.70 188. No.50 59. No.10 35. No.30 23.00 50.40 36. No.60 14.10 199. No. No.10 5. No. No. No. No. 00 915.: Road works Kg.00 20.C. Sqm. 1470.00 51. No. Kg.00 97. No.00 1332.00 595. 328 DESCRIPTION R.S. No. No. Cum 275.C.00 4289.00 7658.I Ferrul Connection i) 15mm dia ii) 20mm dia iii) 25mm dia iv) 32mm dia v) 40mm dia vi) 50mm dia Bd . 4'. Rmt. Kg.00 38.00 1725.00 275.00 260. No. For 2010-11 No.C. Cum Cum No. Kg. Laterite stones 45 *30 *20 cm.00 275.00 21. Boundary stone 75* 20 *15 cm.C.0 " wide Maxphalt Mosquito proof Nylone Net Nylone Rope Tarat 36" width ( Gunny cloth) Glass Brick Rd .00 25.W: MISCELLANEOUS No. Sqm.00 1050.00 1014. Laterite stones 75 *25 *20 cm. No. No. No.00 127. 364.00 250.C. Kilometre stone Laterite oversize metal Laterite Rubble on Quarry Laterite stones 45 *22 *20 cm. No. No.00 228 .00 1 2 3 4 5 6 7 8 9 R.00 61.00 1178. M.00 23. No. Trap metal 40 mm Blasted No. guard stone ( standard size) R. R. Kg.C. Kg. 51. Kg.00 1 2 3 4 5 6 7 8 9 10 11 12 Barbed wire Chunam / White lime powder Coir String Copper plate Copper upper terminal (Lightening) Copper Tape width 25 mm * 3 mm thick Cripped wire chain link 3'-0" .C.00 329 I. No.00 2530.00 110.T. No.00 260. Chamber cover with frame a) 90cm x 45cm i) Heavy Duty 225 kg ii) Medium Duty 140 kg b) 60cm x 45cm i) Heavy Duty 160 kg ii) Medium Duty 100 kg UNIT Rate in Rs.0" and 5'. Sqm.00 690.SR.C.00 9. R.5 m long. No.5 m long with coller I. pipe Np 2 class 100 mm dia.C.C.5 m long. Ltr. R. R.5 m long with coller I. 2.C.00 68.5 m long.0 m long.C. No. 2.00 9232.R. pipe Np 2 class 700 mm dia.C.00 4492.R.R. R. PIPE 1100 MM DIA.00 6930. pipe Np 2 class 1800 mm dia.C. 10 11 12 13 14 Trap metal 40 mm Un.C.Blasted Bitumen Primer Fire wood Solvent Gravel at Nalla bed DESCRIPTION UNIT Cum Ltr. R. No. R.00 3875. pipe Np 2 class 225 mm dia. No. PIPE 900 MM DIA.C.C. Cu.00 No. No. 2. No. R.C. No.cm. R. PIPE 700 MM DIA.C.C.00 229 . No.5 m long with coller I.: BRIDGE WORKS 1 2 3 Bitumen Joint FILLER 18 KG.C.C.00 9995.C. No. R. No.C.C.00 4107. R. 2. pipe Np 2 class 600 mm dia.00 CD . (Np 3) 2. No.C.C.C.00 5554.5 m long with coller I.00 1200.0 m long.C. R.0 m long.00 20034.SR.: CROSS DRAINAGE WORKS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 R. No. R.C.5 m long with coller I. (Np 3) 2.C. No. 2. No.C.R.5 m long with coller I. Tin Bitumen pad 25 mm thick ( 4'*4') Restrained Neoprene Bearing No.00 523.C. pipe Np 2 class 900 mm dia. PIPE 600 MM DIA.5 m long.C.5 m long.C.C. (Np 3) 2.C.C.00 11211.C. (Np 3) 2. R. No.R.00 1.C.C. pipe Np 2 class 300 mm dia.C.5 m long with coller I. R. R. pipe Np 2 class 800 mm dia.C.0 m long. No. 15616. R. 2.5 m long.00 5210. 2.00 200.C. No.C.00 11.00 1697.C.C. PIPE 800 MM DIA.C.00 6404.C. Qutl.5 m long with coller I. R.00 2208. For 2010-11 245.C.R.C. pipe Np 2 class 500 mm dia. 2. No. PIPE 1000 MM DIA. R.5 m long.C. (Np 3) 2. BR . 2.50 103.00 471.C. No. pipe Np 2 class 150 mm dia.C. PIPE 450 MM DIA.C. R.00 436. pipe Np 2 class 1200 mm dia. No. 782. pipe Np 2 class 1000 mm dia. No. (Np 3) 2.5 m long with coller I.C. No. (Np 3) 2.5 m long.00 3499.C. PIPE 1200 MM DIA. R. PIPE 500 MM DIA.00 827. R. 2.00 9259.5 m long.C. 2. (Np 3) 2. 2.C.C. (Np 3) 2. Cum Rate in Rs.R.R.00 14831. pipe Np 2 class 450 mm dia.00 2654. R. 2. No.C. 00 229.00 225.00 225. HEAD FITTER WITH TOOLS. MASON IIND CLASS.00 225.00 229.00 233. MAZDOOR UNSKILLED LIGHT/FEMALE UNIT DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY Rate in Rs.00 260. PLUMBER WITH TOOLS.00 243. PAINTER I CLASS.00 229.00 230.SKILLED.00 225.SKL.00 229.SKILLED MECHANIC.00 225.00 225.SKILLED.SEMI SKILLED Majdoor for polishing Bar bender skilled BHISTI(MIXING/CURING).00 229.00 260. Labour for Exc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DESCRIPTION BLACK SMITH WITH TOOLS.00 221.SEMI.00 225.SKILLED. semi.00 225.00 233.SKILLED.00 227.SEMI-SKILLED PAINTER(WHITE WASHER)SEMI-SKL.00 225. CARPENTER IIND CLASS.00 221.skilled NAVAGHANI.UNSKILLED HEAVY/MALE.00 233.00 221.00 243.00 229.STATEMENT A-2 SUMMARY OF LABOUR RATES Sr. PAINTER IIND CLASS.SKILLED. Skilled Labour Boreman Skilled ASPHALT SPRAYER SKILLED Minor or Blaster Semi skilled QUARRY MAN. STONE CUTTER WITH TOOLS.00 225.SKILLED. MASON IST CLASS. LORRY DRIVER/MIXER OPERATOR.SEMISKILLED . Mukadum semi skilled TAR HANDLER. unskilled Tree cutter .00 229. Maistry skilled/ Supervisor VIBRATOR OPERATOR (SKILLED).SKILLED.SKILLED.SEMI-SKL. CARPENTER IST CLASS.SKILLED.SEMI-SKL.SKILLED POLISHMAN.00 221. WELDER/DRILLER.00 229.00 225.00 225.00 233. TIN SMITH WITH TOOLS. GLAZIER WITH TOOLS. ASSISTANT PLUMBER. in Hard rock (un-blast) TILE TURNER.No.00 233. MAZDOOR.SEMI-SKILLED Helper.00 225. For 2010-11 225.II CLASS.00 231 . 00 225.00 221.00 221.00 FITTER IST CLASS WITH TOOLS.00 233.00 233. DESCRIPTION UNIT DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY DAY Rate in Rs.00 233.00 225.SKILLED FITTER IIND CLASS WITH TOOLS. Weld .00 229.00 229.00 221.Drilling Khalashi / Diers Jack Hammer Operator ELECTRICIAN Welder skilled Labour for traffic regulations WATCHMAN Compressor operator / driver SUPERVISOR 232 . For 2010-11 221.00 233.skilled Hole driller semi.00 229.skilled Foreman Skilled Bandhani semi -skilled Emgraver for lettering skilled Frabi .00 225.00 233.00 293.No.SKILLED Gunman for Guniting Lab.00 221. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 Below Boy.00 233.00 230.skilled Chiseler semi . semi . Heavy unskilled Breaker .00 229.00 225.Sr.00 229. Assistant Labour for tile turning Excavator . 00 644.00 305.00 107.00 32.00 2188.T.00 412.00 154. Hour Hour Trip K.50 811.P.00 491.25 131.00 449.00 154.00 157. Day Sqm. Blow lamp Machinery for guniting Jack Hammer Boulder Hoist Water pump upto 15 H. No.00 277.00 253.00 47.00 165.Tanker Rent of floating platform UNIT Hour Hour Hour Hour Hour Hour Day Day No.00 229. Hour Hour Hour Hour Hour Hour Day Day Day Day Day Day R.00 16. Day Hour Hour Day Rate in Rs.00 6.00 673.00 154.00 209.00 417.400 mm dia.00 212.M.00 1866.STATEMENT A-3 SUMMARY OF MACHINERY RATES OF 2010-11 SR.00 95. For 2010-11 415.00 112.00 168. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 DESCRIPTION Power roller ( 8 to 10 M.00 150.00 233 .) Water Tanker Vibrator Concrete mixer Ashphalt Mixer Boiler ( Ashphalt) Country Craft with boatman Hire of set of five donkeys Weighing Machine ( per truck) Air Compressor Guiniting Gun Rent for water Tank Bouser Paver finisher hotmix Plant (30 to 40 t) Road Roller ( 8 to 10 tonne) Heating charges for hotmix plant Road Roller ( 4 to 5 tonne) Crusher Tile polishing machine withPolishman Welding Machine Electrical drill Machine Electrical gas cutting Machine Chain and pully Rotary core driller machinery Pile boring machinery 325 .M.00 198. P.00 199.00 318.00 1016.T.00 775.00 84.00 3015.T.) Irrigation Department.P. For 2010-11 285.T.00 39. Nashik. K.50 M.75 774.00 1178.00 344.00 1853.) Hot mix Mini Plant Pavement Breaker Tractor Loders ( H.00 219.00 247.T.) Truck ( 7.00 294. No.M.00 536.00 209.00 811. prevailing schedule or Rates (Issued on 1/09/2009) 234 .00 Note: Machinery rates given above are as per Chief Engineer. CAPACITY Vibratory roller Excavator 300 CK and H. Rent of crane (12. 62) Hydraulic Portable Braker UNIT Hour Hour Day Hour Hour Hour M. K. (Mech. .75 39.M.T.T.00 104.00 141. Day Hour Hour Hour Hour M.00 1765. Hour Hour M.51 Motergrader Diesel welding plant Bouzer heating / Spraying Ashphalt Drum Mix Plant Self Propelled Paver Finisher Bitumen Pressure Sprayer Truck for roller transport ( 8 to 10 M. Hour Hour Hour Hour Hour Rate in Rs.SR.00 992.00 tonne) Wagon drill Equipment for cutting tree Rammer Dumpper / Tipper Mechnical sprayer Mastic cooker 1 M. 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 DESCRIPTION Rent of Generator set 21 to 30 KW. 89 725.00 16.77 10.46 1566.822 0.543 0.08 4 13.228 0.61 3026.97 1660.50 4.63 464.00 1.00 3.of Diesel Ltr.00 1400.50 17.188 0.68 368.359 0.00 1400.74 46.00 8.00 1326.00 3.00 1400.00 2926.30 19.55 581.298 0.35 1326.096 0.06 400.20 5.49 25.77 6.00 1326.84 3685.36 43.00 15.28 32. 15 0.387 0.48 75.11 94.75 19.17 4.78 830.00 1400.01 3773.00 1326.71 3586.00 18.80 1101.27 3329.00 1400.00 1400.36 5.08 292.00 1400.461 0.60 20.67 88.00 7.00 1326.00 1400.00 1326.00 8.03 Cost of Diesel @ 40.00 1326.42 878. 13/3 14 429.50 2.31 21.50 18.00 10.22 503.00 1326.264 0.93 64.330 0.88 46.52 4150.70 62.15 628.50 3.26 684.00 Diesel 40.31 31.00 6.50 Km.00 Total of (Cost per Trip col.00 3.75 4240.92 per Ltr.50 543.62 4323.34 13.15 969.00 Hire Total Add 10% Charges cost overhead of Truck. including loading and unloding.16 3820.39 16.01 327.39 1756.11 3930.96 3473.25 18.00 1400.54 70. per Ltr.59 3680.19 4.96 5.54 5.31 54.93 3200.99 3346.00 16.20 347.00 2.00 9. per Ltr.17 358.16 506.22 57.15 3428.52 1036.50 6.00 1326.88 67.98 101.00 1326.88 5108.18 57.24 468.00 1326.00 7 8 9 0.94 788.00 2. Kms.83 6 183.25 4644.50 2.00 221.00 1326.33 3411.00 1326.00 1400.50 377.50 5.96 4436.41 80.00 1326.75 18.97 901.48 6.66 302.13 1103. @ Mazdoor 175.63 12.88 4.09 129.86 161.50 4.00 6.00 20.00 19.50 20.00 1326.72 568.78 72.00 20.00 1400.28 1170.STATEMENT C (For 2010-2011) P.67 4404.00 2 15.36 353.09 1341.00 7.93 3884.22 358. Lead in Kms.579 0.83 Engine Oil 175.00 1400.69 320.922 16.00 10.11 6.49 235 .63 3520.57 3531.16 50.74 Qty.74 8.63 341.00 25.52 4053.26 52.50 1.40 3855.34 959.34 385.25 17.50 17.91 15.09 759.33 27.33 107.60 334. Leads in Av.96 3753.88 654.50 3.41 Petrol 53. 5 4.00 1400. Trips Done L S =8/2(L/S)+ 2NL+6 1 0.07 19.69 737.00 15.144 0.61 4.40 443.05 434./Hrs.88 39.74 5.64 3.00 25.51 393.00 9.00 1326.50 5.of Km's KMS.98 81.00 17.00 1.10 3275.12 3603. 1400.00 1400.00 (6+8+9+10) 10 11 12 1400.65 311.77 18.50 7.414 0. speed No.00 1326.90 37.88 3945.50 3116.00 115. Rs.00 4.00 1400.61 4003.36 4879.50 1.22 26.30 1034.74 275.08 Qty.37 4.W.01 617.67 38.06 86.00 3 7.26 (11+12) 13 3219.02 28.PUNE REGION Carriage of Material over distance exceeding 0.16 689.503 0.614 0. charges.50 143.51 23.of Cost of Cost of Mobile Oil Mobile Oil 6 Ltr.88 25.00 4.00 1400.01 41. 00 5668.18 62.60 1.97 3896.00 5916.00 2003.00 70.00 Total of (Cost per Trip col.06 58. 5 46.83 Engine Oil 175.17 10796.33 (11+12) 13 5276.94 4481.22 1400.00 7082.45 1400.00 7010.18 2.28 1.71 214.00 125.18 174. 221.55 2296.50 Km.64 531.00 40.00 50.00 2922.00 30.09 1400.28 6508. per 140 Kms.00 100.04 491.21 1400. 3.00 4796.00 100.00 200.00/Day 5.57 71.29 6459.92 per Ltr.No.85 6892.46 1.00 70. speed No.051 183. is considered.00 30.14 1.00 30.02 7605.91 Qty.49 479.26 1.86 8194.14 1.26 1400.00 203.80 6038.00 175.35 5842.175/Ltr.12 97.00 7138.00 2457.00 4913.00 40.50 1326.89 1400. .28 566.00 30. per Ltr.64 1400. including loading and unloding.78 1.In col.00 3990.00 90.00 1.73 98.65 1400.40 2.47 1326.33 147.07 713.90 5651.73 4 139.00 67.16 1400.11 211.512 264.of Km's KMS. Trips Done L S =8/2(L/S)+ 2NL+6 1 25.455 254.96 549.38 591.Consumptionof Mobile Oil .00 125.L.00 4040.70 281. Leads in Av. Kms.00 60. per Ltr.50 2726.00 5408.10 0.060 360.W.96 6114.of Cost of Cost of Diesel Mobile Oil Mobile Oil 6 @ Ltr.00 90. 4 of Kms.00 30.48 3311.00 2771.00 40.00 30.PAY LOAD factor/Trip 236 .92 5066.00 60.64 1.00 2694. Done allowance of 6 KMS.00 (6+8+9+10) 10 11 12 1400.57 93.00 50.35 293.00 40.44 581.65 208.00 30.43 1.92 701.94 0.00 3 2.00 30.STATEMENT C (For 2010-2011) P.17 2.414 247.20 575.81 Petrol 53.47 691.97 Cost of Qty.04 1.07 1.93 2.80 5949.243 217./Hrs.00 2594.00 80. of trips in working of 8 hours N =8/2(L/S)+1 2.995 174.00 35.F.486 260.121 371.00 175.00 5818.11 6327.54 555.00 63.68 1326.55 186.14 5404. 15 25.95 96.65 708.14 1326. 13/3 14 1978.07 587.83 1400.00 40.30 1400.13 1326.00 1400.00 60.00 25.of Diesel Ltr.02 7790.88 1.56 1326.99 3019.92 7712.00 5872.33 0.00 40.62 198.00 Hire Total Add 10% Charges cost overhead of Truck.1Ltr.00 180.00 45.44 49.00 5489.Higher charges of Truck Rs.00 35.00 2881. Lead in Kms.02 9495.00 Note : 2 25.41 6400. of travel (oil rate is Rs. Rs. 1400.85 2434.00 2832.00 2368. @ Mazdoor 40.00 80.094 366.85 1400.18 296.00 6 7 8 9 1896.00 3836.00 5558.00 30.85 1.534 268.00 6914.50 1326.40 6235.50 1326.Mazdoor for Loading /Unloading RS.013 352.86 288.17 1326. 1400/day 6.00 3924.82 0.87 6236.88 69.37 70.84 1400.91 540.00 Diesel 40.00 190.00 5311.44 1326.00 150.33 1326.00 150.329 232.83 175.22 1.00 30.00 5752.00 2531. charges.64 1326.41 1.37 1326.54 66.362 238.35 2.290 225.27 1326.31 1.97 1326.00 221.00 30.14 2.PUNE REGION Carriage of Material over distance exceeding 0.00 45.67 2.) 4.00 200.48 2.01 1.91 7851. 05 52.04 41.78 20. 6 1 0.03 84.00 229.55 581.80 1101.92 117. 4.49 21.15 172.97 71. 3. 6.39 279.00 10.03 246.45 Compo.57 30.99 300.68 13.61 113.35 33.24 30.23 16.78 78.63 138.23 89.00 3.03 447.F.00 15.05 229.26 19.Murum .39 36.09 83.52 113.22 107.68 45.24 202.04 139.96 58.52 1036.03 126.02 24.69 47.14 60.18 193. 7 8 Excavated Rock Unit Cum Fuel L.15 969.11 59. 3 4 Manure of Sludge Unit Cum Fuel L.89 725.04 128.00 Compo.45 237 .76 85.98 120.92 24.78 17.06 158.16 689.10 58.72 136.65 105.98 216.17 345.51 223.50 5.32 23.00 429.23 5.75 10.09 1341.00 7.90 7.90 21.84 49.48 94.26 276.83 181.93 34.67 205.35 177.STATEMENT .13 27.86 27.97 901.03 114.98 109.40 30.66 4.C 1 (2010-2011) PUNE REGION Lead in Kms.29 173.50 543.18 26. Building Rabish Unit Cum Fuel L. 5.59 96.90 92.75 27.53 11.13 9.00 6.42 97.46 39.78 72.51 38.89 190.70 253.49 55.16 506.81 15.00 4.99 45.00 2.41 152.05 168.24 121.00 8.59 13.40 8.60 367.90 52.88 654.00 Compo.30 64.50 150.93 143.50 1.80 5 Fuel Compo. 9 10 Earth Unit Cum L.32 9.09 759.F.84 102.12 187.73 151.00 9.F.74 201.46 37.50 3.28 143.50 2.20 73.59 172.94 99.54 78.01 617.57 86.78 830.59 133.38 323.18 43.47 165.53 105.09 21.73 106.24 468.58 6.33 52.19 161.08 156.37 120. Cost per Trip 2 Lime.85 126.50 4.16 66.42 90.38 94.42 16.80 183.F.00 1.66 14.96 218.96 241.84 32. 51 507.29 142.19 278.44 253.92 5066.26 304.01 246.42 659.99 811.81 1365.99 844.29 337.80 5 Fuel Compo.82 156.35 170.67 1009.97 3896.00 60.13 918.16 2249.00 80.68 560.25 551.19 568.55 2296.98 125.90 834.98 1039.53 1799.36 281.F.97 897.44 446.00 Compo.00 125.06 1391.04 822.95 2297. 9 10 20.62 2731.34 1436.89 281.96 2078. 3 4 Earth Unit Cum L.10 766.49 1742.21 345.20 478.37 929.23 1980.48 941.27 785.53 695.85 700.75 1503.16 432. 6 Manure of Sludge Unit Cum Fuel L.00 1660.99 1298.17 10796.09 1978.00 40.47 1299. Cost per Trip 2 1 Lime.67 371.42 491.47 1148.12 629.61 617.64 494.00 30.86 177.71 1037.04 421.88 506.39 114.99 448.88 2224.67 1582.86 8194.87 6236.93 309.37 1121.57 284.98 1493.75 454.45 Compo.86 933.37 554.80 1390.42 238 .24 142.60 1177.71 329.14 392.45 553.Lead in Kms.38 1264.48 3311.26 1978.71 187.F.44 1112.00 Compo.F.73 1055.41 197.63 363.50 909.00 70.Murum .61 421.45 248.00 200.83 504. Building Rabish Unit Cum Fuel L.00 175.49 746.97 1883. 7 8 Excavated Rock Unit Cum Fuel L. 4.90 1071.57 674.76 382.52 765.80 316.69 340.49 1103.81 395.51 225.85 6892.97 1688.06 3598.00 35.85 2434.02 9495.F.70 715.04 1144.62 811.01 1707.03 607.50 503.87 1043.00 25.99 649.00 45.99 3019. 5.94 4481.34 3165.34 1946.33 276.93 213.78 228.70 351.66 869. 6.67 973.06 689.81 405.89 412. 3.00 1006.33 1216.00 90.13 555.70 500.60 217.79 1669.03 450.00 50.00 100.23 561.50 2726.73 562.68 1224.00 150.04 630.90 5651. 85 126.50 3.25 7 Soling Stone Concrete Block (Form) Unit Cum L.19 161.88 9.05 209.22 268.65 125.14 61.95 164.80 183.86 66. Sider agree Timber Unit Cum L.77 195.11 19.98 101.81 74.85 224.03 56.03 228.16 119.25 50.92 10.26 19.63 117.01 617.42 90.80 1101.F.79 28.33 52.00 9 Fuel Compo.91 50.63 138.03 84.98 120.00 6.19 180.43 21. 6.52 1036.62 5 Fuel Compo.03 114.30 29.33 109. 4.71 116.50 2. Brick.50 543.91 26.54 78.02 151.18 127.97 85.08 36.90 207.57 30.98 109.92 42.78 76. 4 Stone aggrigates 40 mm Normal size.15 969.92 162.37 10.00 9.92 24.59 96.76 82.79 63.30 108.52 212.76 133.96 166. 8 0.59 172.STATEMENT -C1 (2010-2011) PUNE REGION Sand.84 102.75 10.Stone below 40 mm Normal size.42 16.47 32.38 153.89 136.78 830.50 4.09 759.47 46.81 54. 10 Lead in Kms.33 170.81 39.95 26. Cost per Trip 2 1 Fuel Compo.51 22.00 3.08 315.14 35.88 58.85 93.61 178.20 123.90 7.63 101.59 13.09 21.09 1341.47 6.74 141.58 130.51 223.39 36.00 7. 4.39 5.55 581.04 41.66 4.69 47.89 725.33 156.29 103.00 8.94 38.94 34.95 30.42 238.76 6.47 43.86 195.57 86.70 33.50 150. and Above Unit Cum L.06 13.07 111.95 259.47 92.16 506.71 145.F.00 10.83 137.75 17.00 2.71 16.95 18.16 689.59 149.97 901.00 1.69 121.00 3 Fuel Compo.55 70.33 290.5.00 429.75 27.36 220.46 68.50 5. 6 Unit Cum L.24 468.F.50 1.30 12.95 22.23 239 .73 71.12 243.23 193.98 145.00 15.F.11 24.96 58.00 4.45 179.94 14.91 101.00 110.88 654. 36 281. 4 Stone aggrigates 40 mm Normal size.02 270.00 1660.37 582.90 5651. Cost per Trip 2 Sand.03 2159.76 1083.31 437.14 392.16 2540.37 486.21 240 .36 428.85 1467.54 404.17 10796.04 337.85 1928.90 655.98 1039.43 572.00 35.00 100.51 225.02 9495.51 292.83 504.53 304.53 695.00 70.55 2296.15 526.25 7 Soling Stone Concrete Block (Form) Unit Cum L.42 184. 8 20.71 459.65 359.71 329.Lead in Kms.60 1168.75 454.26 653.23 2336.05 395.96 1773.95 590.F.29 916.Stone below 40 mm Normal size.00 40.85 2434.85 6892.00 80.41 197.94 4481.49 791.38 1013.90 834.98 1264.44 1178.57 1192.25 551.39 896.44 253.27 1570.00 125.37 1378.57 1638.04 365.64 835.73 1223.00 200.00 25.00 3 Fuel Compo.65 465.86 8194.82 204. 4.78 329.47 779.62 5 Fuel Compo.00 2234.00 45.35 1374.87 6236.60 605. Brick.87 148.13 1334. 10 1 Fuel Compo. Sider agree Timber Unit Cum L.90 662.39 114.21 1329.31 256.99 3019.80 1899.80 633. and Above Unit Cum L.40 603.11 475.84 318.21 1444.82 641.99 844. 6 Unit Cum L.99 448. 6.88 843.49 746.49 970.37 1247.14 170.29 337.81 1365.49 237.60 2055.F.67 973.26 497.00 30.38 1130.35 1349.56 471.62 672.00 90.27 357.47 1148.48 941.99 649.26 1978.84 510.33 332.49 1621.34 982.96 554.68 560.96 240.90 545.48 3311.27 137.97 1491.87 221.50 2726.57 716.57 278.00 150.31 161.53 1799.93 1054.50 503.18 276.54 540.F.34 200.43 390.58 538.44 1112.29 142.5.81 405.65 712.97 3896.11 1096.F.35 170.67 1582. 4.00 9 Fuel Compo.00 50.08 1001.92 5066.00 60.39 779.69 397.00 175.76 382.96 903.43 727.64 710. 83 23.83 105.79 129.54 118. 4.77 63.00 7.84 49.64 9.F.23 32.50 2.3.04 112.91 27.74 138.21 23.49 55.36 77.14 151.01 617.43 131.00 3 Fuel Compo.84 184.06 55.48 51.52 1036.15 969.09 98.C. 4 Mating.38 94.34 118.63 26.60 367.& A.08 33. Thating Bamboos & Ballies Ceilings.31 161.31 145.18 193.C.09 759.51 200.steel & plate Glass in packs and distemper A.89 725. Boards Rubber.92 117.26 215.56 120.99 300.08 11.STATEMENT -C1 (2010-2011) PUNE REGION Steel.93 16.59 63. 10 Tar bitumen.38 323.67 205.00 6.78 72.11 157.13 168.05 30.45 98.28 188.39 104.76 40.50 543.20 5.I.20 6.36 18.89 35.32 45.24 468. Roofing Felt &Flooring Asphalt etc.00 3.Stone block.21 95. PVC pipes Unit M .09 163.54 10.68 25.49 21.50 4.50 148.04 85.00 9.I.11 137.65 83.Tonne L.00 4.F.Pipes below mm/dia.F.58 108.Tonne L.64 17.70 253.F.00 9 Fuel Compo. Steam Coal (Form) Lead in Kms.50 13.50 3. Cost per Trip 2 1 Unit M .50 5.15 39.84 32.83 181.08 156.88 654.50 5 Fuel Compo. Cement.99 36.57 45.09 83.63 57.18 43.00 88.18 26.00 2.7.71 128.17 345.45 11.27 93.C.66 200.30 4.55 581.65 105.52 48.00 429.00 30.15 241 .56 103.05 229.35 8.50 1.81 15.C.97 901.79 21.05 168.sheet & fitting iron sheet Unit M .16 689.88 72.Tonne L.00 1.Tonne L. 8 0. G.94 125.00 10.40 244.12 92.45 29.51 38. 6 Unit M .39 50.73 40.90 143.C.78 830.33 14.96 241.10 78.64 112.61 78.69 6.45 230.10 70.83 138.16 506.09 61.96 218.50 7 Fuel Compo.03 9.90 21.12 17.55 14.32 66.80 1101.37 153.85 176.26 276. 5.14 60.74 20.00 8. 38 953. PVC pipes Unit M .98 1125. 10 1 Unit M .90 5651.25 1027.33 73.50 5 Fuel Compo.95 2297.34 1946.37 1121.05 449.35 300.95 439. Boards Rubber.steel & plate Glass in packs and distemper A.71 432.49 759.82 375.89 1297.91 747.81 395.41 541. G.92 1482.00 602.85 6892.55 2296.27 723.55 1061.00 50.74 417.F.86 1112.97 1688.F.64 550.64 495.99 3019.Tonne L.98 598.98 1493.21 368.C.3.& A.18 282.40 306.06 1391.I. Cement.00 1006. 5.12 347.00 125.18 708.68 510.68 155.71 489.80 227.97 897.27 785.00 80.32 298.00 3 Fuel Compo. 6 Unit M .97 1385.32 553.85 2434.84 384.57 1356.00 150.45 228.57 674.65 328.73 562.43 834.78 172.00 9 Fuel Compo.90 215.54 814.06 3598.61 442.97 152.00 175.38 189.91 97.97 94.C.30 193.96 2078.93 1213.06 124.00 1341.26 1978.52 765.79 1669.50 909.18 114.35 473.97 1531.82 1726.46 596.75 1820.42 242 .33 191.99 865.86 367.00 70.34 3165. Thating Bamboos & Ballies Ceilings.00 606.57 284.06 169.Tonne L.7. 8 15.17 241.88 2224. 4 Tar bitumen.48 715.Tonne L.99 995.23 217.10 288.32 447.17 10796.79 389.40 1962.56 611.49 1103.57 431. Cost per Trip 2 Steel.67 1009.45 1542.58 337.00 60.93 276.00 45.69 1170.95 243.97 1660. 4.97 3896.82 549.25 1489.00 40.50 7 Fuel Compo.61 1133.86 8194.00 30.03 450.84 807.97 1883.99 1298.87 359.sheet & fitting iron sheet Unit M .C.C.Tonne L.00 35. Roofing Felt &Flooring Asphalt etc.00 200.14 556.00 100.16 910.F.F.01 146.41 890.62 811.00 735.98 984.Stone block.04 2399.98 1255.71 640.Pipes below mm/dia.00 25.21 263.96 122.87 6236.69 340.97 336. Steam Coal (Form) Mating.29 185.48 3311.97 1253.79 428.59 480.71 237.00 20.94 4481.89 921.88 506.92 5066.50 2726.Lead in Kms.47 245.00 90.02 9495.00 671.62 2731.52 523.38 927.C.42 659.99 301.I.89 2110.45 672. 69 56.95 103.00 1.76 518.29 42.77 290.24 82.24 468.59 226.82 50.86 181.25 271.88 654.15 14.14 51.00 8.65 54.20 5 Fuel Compo.87 175.59 237.42 215.00 15.68 281.57 193.11 96.F.97 1660.35 8.28 169.48 35.79 41. Cum L.08 253.10 46.13 14. 10.00 429.26 48.98 830. Cost per Trip 2 1 Unit 1000 Nos.2.00 6.74 68.82 161.50 3.00 7 Fuel Compo.50 2.00 4.72 258.10 61.16 689.85 25.09 759.17 108.11 134.09 204.89 725. 8 0.99 72.40 31.45 13.24 31.98 67.76 40.52 1036.51 308.00 344.00 7.98 83.26 214.30 109.15 969.51 75.55 581.19 14.74 99.77 57.54 670.07 141.13 125.97 901.92 46.75 11.58 78.57 243 .40 51.71 91.27 65.76 74.50 1.00 3 Fuel Compo. Cum L.89 415.10 90.08 344.43 259.09 419.83 9.23 21.50 4.17 30.65 6.49 450.97 324.F.05 9.61 302.42 68.00 10. 6 Unit 1000 Nos.50 543.01 617.30 158. 4 Glass blocks (Hollow) 100 mm & 200 mm Tiles half round Tiles/ Roofing tiles Lead in Kms.54 18.57 484.14 146.67 214.94 4.85 16.79 65.53 19.16 506.00 20.36 518.95 362.94 327.40 550.68 342.86 134.00 3.78 830.09 1341.35 58.50 5.62 234.68 110.80 1101.F.17 88.00 9. Cum L.STATEMENT -C1 (2010-2011) PUNE REGION Bricks/Modular Bricks/ Trade bricks and Empty Cement bags Unit 1000 Nos.98 158.77 35.01 28.00 2.20 166.03 2.54 379.3.63 25.71 23. 78 852.F.05 1681.00 80.52 1079.48 3311. 10.00 3 Fuel Compo.19 506.00 10796.06 667.76 760.00 45.95 331.63 2967.22 592.00 50.69 2504.00 1304.60 1583.04 511.25 1363.56 946.28 235. Cum L.00 2920.40 1766.00 60.00 70.45 272.2.96 2533.00 1978.79 1400.Lead in Kms.68 689.32 3336.06 527.99 3019.00 40.02 2560.20 5 Fuel Compo.13 736.24 3373.34 422.74 1655.21 1949.85 2434.87 6236.86 8194.17 989.28 1148.24 118.90 5651.47 2240.32 760.F. 6 Unit 1000 Nos.18 943. Cost per Trip 2 Bricks/Modular Bricks/ Trade bricks and Empty Cement bags Unit 1000 Nos.39 197.94 4481.79 269.77 202.00 1825.50 2726.63 85. 4 Tiles half round Tiles/ Roofing tiles Glass blocks (Hollow) 100 mm & 200 mm 1 Unit 1000 Nos.96 1346.F.85 841.00 100.81 336.54 676.09 843.32 417.99 1217.20 2085.54 500.68 243.86 1011.29 819.43 4097.50 1514.41 1178.70 475.55 2296.86 229.26 152. Cum L.00 90.92 5066.81 1565.00 175.33 244 .49 1509.85 6892.51 370. 8 25.98 1948.41 632.20 389.01 2154.70 301.00 30.3.85 266.42 1217.00 125.00 7 Fuel Compo.00 150.59 5398.59 1034.42 3446.40 949.69 448. Cum L.97 3896.01 4747.63 618.16 427.33 200.30 717.00 35.30 302.45 2825.90 319.80 584.02 168.41 102.51 135.59 2087.94 3118.19 623.28 1051.69 565.02 9495. 04 690.65 72.12 187.Pipes Lead in Kms.00 815.05 9 1 Fuel Compo.72 136.00 1.90 109.09 1341.47 33.22 118.38 457. L.72 54.07 211.34 235.22 107.58 345.04 128.00 3.40 858.40 30.42 97.96 238.86 27.07 160.70 492.97 1660.06 158.15 691.35 588.12 316.72 653.10 562.45 623.57 287.F.23 16.55 581.68 13.05 52.73 151.35 7 S.60 791. 2.26 19.50 1.06 245 .03 537.99 45.F.20 73.00 2.88 654.56 723.40 5 200mm Unit 100 mtrs.66 205.16 66.06 59. 4 Fuel Compo.25 84.89 725.35 987.45 272.98 90.87 68.92 75.98 122.50 2. 8 Fuel Compo.79 375.50 3.85 195.41 157.00 458.39 146.24 121.W.44 302.16 689.08 125.1.22 507.69 92.29 210.32 23.33 383.00 9.11 104.00 6.42 109.01 617.02 44.63 430.46 37.13 9.56 285.80 1101.16 768.37 26.STATEMENT -C1 (2010-2011) PUNE REGION S.04 226.4.66 1278.48 242.94 408.25 141.F.24 468.45 302.95 346.00 7.97 901.W.19 402.19 185.00 8. Cost per Trip 2 100mm Unit 100 mtrs.00 429.78 20.28 143.97 432.53 105.Pipes 250mm Unit 100 mtrs.71 317.64 47.82 21.15 969.89 6.05 1229.06 1581.86 178.78 142.53 667.20 28.00 229.50 76.54 173.37 260. L.55 40.26 89.62 994.1.53 135.50 543.24 375.38 517.16 506.23 270.80 615.52 718.80 445.80 61.48 403.00 20.66 553.43 215.74 201.87 482.29 173.32 132.78 830.50 5.79 34.00 15.F. 10 0. 6 Fuel Compo.39 279.52 1036.00 10.50 4.62 334.79 559.52 113.84 97.56 511.69 484.27 60.09 257.24 923. L.93 34.43 1048.43 47.00 4.57 346.77 12.01 657.98 216.80 3 150mm Unit 100 mtrs. L.09 759.11 59. 22 1447.00 1978.53 5562.41 703.33 2019. 2.47 2111.85 6892.65 2453.40 5 200mm Unit 100 mtrs.25 3092.00 150.00 100.89 5105.1.47 355.40 957.39 4943.00 90. L.93 213.01 1707.05 9 1 Fuel Compo.79 563.32 4498.92 5066. 10 25.25 3711.15 1884.22 813.09 1978.73 1055.04 3976.02 10282.73 5939.80 1390.00 50.36 1926.F.97 3896.86 933.04 630.Pipes 250mm Unit 100 mtrs.94 4481.F.21 2354.31 2886.02 9495.00 35.65 757.63 2564.33 1739.52 1465.38 1746.90 3203.82 2243.49 2245.69 2872.4.62 3319.95 1126.01 246.17 10796.60 633.61 5382.Pipes Lead in Kms.99 1623.00 200.F.70 351.77 2883.33 412.02 1014.63 7803.71 1401.W. 4 Fuel Compo.60 1994.99 811.51 507.06 1250.38 1136.75 1128.47 1299.W.35 7 S.60 1701.00 40.79 1607.86 6564.69 3154.1.12 1379.41 973.61 421.84 982.73 1867.25 1258.37 4268.28 632. L.00 125.85 2434.50 6355.55 2296.85 700. L. Cost per Trip 2 100mm Unit 100 mtrs.63 4326.34 1436. 8 Fuel Compo.60 1177.99 2236.03 3414.00 70.65 1288.87 1043.F.90 5651.00 80.16 2249.80 316.87 426.46 1122. 6 Fuel Compo.17 1498.12 629.23 561.37 1803.82 6069.33 1216.74 2086.00 175.57 2597.48 246 .00 45.19 568.89 281.86 8194.49 4825.48 3311.87 6236.20 478.88 3709.50 2726.24 177.83 9043. L.99 3019.94 3753.S.00 60.64 7033.67 2433.22 842.03 2491.55 4769.95 2598.66 869.57 4619.00 30.17 3956.80 3 150mm Unit 100 mtrs.26 4186.13 2875.34 2187.84 1001.46 7997.47 2318.06 689.26 824.60 2780.02 493.36 877.42 491.08 1261. 55 44.64 3195..24 6149.45 297.40 1809. 8 Fuel Compo.16 689.19 1234.50 3.66 5 350mm Unit 100 mtrs.81 2555.08 691.11 4970.08 257.62 1151.24 468.05 378.27 9 1 Fuel Compo.38 615.91 1668.00 15.98 647.52 1642.01 617.18 1259.78 830.55 581.57 176.34 602.93 217.50 989.16 3953.88 654.63 1916.16 506.42 7 S. 10 0.00 8.58 70.11 108.56 880.73 232.96 250.36 800.20 904.76 1733.38 1468.52 2814.STATEMENT -C1 (2010-2011) PUNE REGION S.W.00 1.84 3 300mm Unit 100 mtrs.11 2539.63 95.00 1978. L.F.F.90 595.71 313.65 1589.00 9.50 5.87 1038.16 235.28 1310.17 991.13 1557.03 55.28 327.60 1726.33 650.27 424.76 1231.00 7.43 2422.25 272.84 1301.93 2013.00 429.00 10.68 247 .12 136.90 2288.97 172.86 434.96 1294.79 1632.59 3590.05 110.27 224.00 3.Pipes Lead in Kms.67 1205.57 778.16 514.66 675.36 1471.25 1072.78 338.89 816.97 901.54 836.97 1660.57 2621.F.01 147.00 70.51 393.00 557.50 1.28 2515. 6 Fuel Compo.54 199.99 4078.70 1176.50 35.50 2145.50 543.16 1383.24 481.36 709.34 767.64 276.00 3077.96 1021.50 2.00 2.F.29 1098.09 756.79 173.15 2685.30 863. L.48 783.76 821.38 2468.15 1045.0.87 116.93 1875.56 676. 0. 4 Fuel Compo.26 511.09 1341.99 1114.68 151.43 96.76 196.32 936.89 725.25 361.50 4.00 20.95 926.36 156.52 1036.10 549.80 1154.97 1570.59 2308.00 4.68 735.27 418.0.82 1597.14 2151.34 75.67 3337.22 487.25 122.43 823.43 532.43 1051.32 2033.81 3839.Pipes 400mm Unit 100 mtrs.05 1365.W. Cost per Trip 2 250mm Unit 100 mtrs.09 759.80 1101.66 379. L.91 612.00 6.25 191.13 353.15 969.28 298.00 430. L.58 1976. 68 5796.97 3896. 8 Fuel Compo.83 7189.S.44 2303.54 14433.17 10796.79 9754.55 2033.00 175.85 6892.77 1016.42 2734.88 3572.00 125.46 6790.31 4588.30 2557.00 30.96 3604.66 5 350mm Unit 100 mtrs.17 12456.55 3619.07 3688.64 16411.00 80.34 2898.00 1978.12 30348. 4 Fuel Compo.F.96 24715. 10 25.02 6728.22 3246.62 3942.12 2807.0.16 3064.38 18548.35 2997.59 9941.84 14849.31 39986.84 9016.69 5961.82 8205.83 7491.88 4003.74 6326.76 1217.26 15464.89 8849.82 13906.44 25529.00 60.22 5335.27 9 1 Fuel Compo.00 200.91 6953.97 5018.W.84 5468.43 6492.73 12415.00 90.80 4970.99 3019.85 2434.F.18 14386.75 8007.78 11303.63 16358.33 2355. L.39 2821.25 3786.00 40. Cost per Trip 2 250mm Unit 100 mtrs.00 50.02 9495.00 150.29 6250.11 8563.96 11183.82 1610.25 12266.26 15888.55 2296.03 5095.64 4131.50 2726.13 5904.07 6411.78 12852. 0.90 5651.67 10099.84 3 300mm Unit 100 mtrs.44 10110. L.28 20932.23 5614.63 9278.04 3205.20 2408.20 5009.00 35.82 4639.63 3220.74 2009.16 1795.42 3594.81 3480.80 4574. 6 Fuel Compo.62 6032.70 7327.Pipes 400mm Unit 100 mtrs.99 4710.00 70.W.13 7944.52 2434.Pipes Lead in Kms.58 19509.00 45.38 11923.19 1410.08 1294.57 22607.79 7677..28 1809.48 3311.23 7885.56 25705.77 10443.58 2049.00 9974.09 11215.42 7424.06 1549.94 4481.76 248 .24 12064.0.86 8194.17 21631.42 7 S.86 23099. L.39 4816.F.04 13456.91 7209.87 6236.34 7587.41 3163.12 16599.47 4018.44 9449. L.43 10671.70 18766.92 8733.22 35167.98 8506.92 5066.59 4080.75 5630.F.82 4389.00 100. 00 6.56 601.69 155.43 529.86 73. Steel Cylinder.69 160.52 268.26 1002.23 47.84 104. L.STATEMENT -C1 (2010-2011) PUNE REGION R.17 142.09 759.00 20.69 733.85 56.0.16 562.38 461.70 1109.I.07 196.44 205.64 310.04 13. 10 Unit 100 mtrs.78 135.61 332.20 284.99 396.31 144. 3 4 125mm Unit 100 mtrs.19 230.71 265.C.76 767.F.44 238.98 211.36 177.21 581.13 129.57 642.50 2.43 36.26 234.40 34.74 78.07 471.36 441. Pipes Unreinforced cement pipes & prestressed concrete pipes.79 566.88 654.73 943.15 969.16 59.01 900.26 147.23 45.87 81.00 7.26 248.32 119.78 830.73 595.67 814.46 213.50 5.89 314.53 510.41 39.64 357.77 628.19 1512.30 74.51 1335.82 690.00 3.83 1032.22 150.37 1287.58 33.37 184.97 756. L. Cost per Trip 2 100mm Unit 100 mtrs.52 1036.57 629. L. C.00 1.50 3.71 390.80 820.25 16.F.95 293.24 2157.06 85.62 857.00 429.98 378.01 831.55 57.16 506.04 2062. 14 1 0.65 62.Pipes.83 276.18 624.87 934.96 227.85 565.65 247.83 195.76 27.80 1101.97 901.67 851.50 1.93 36.88 1770.82 184.81 258.47 156.32 260.0.49 472.13 90.95 1367.196 5 Fuel Compo.28 163.80 42.58 281.74 1221.32 660.45 74.04 235.46 376.F.17 234.61 289.63 192.92 Compo.51 533.44 249 .58 308.36 297.22 415.37 1051.15 1165.F.66 97.60 224. 6 Unit 100 mtrs.39 99.37 691.26 1119.2.83 7 150mm Fuel Compo.16 689.16 347.21 721.15 198.00 2.31 873.55 812.00 9.F.42 52.89 725.08 25.61 75.04 282.18 454.81 1222.00 8.17 173.17 28.92 21.622 13 300mm Fuel Compo.2.78 297.08 26.13 501.73 352.56 255.04 98.33 173.04 50.30 62.07 377.59 71.34 88.72 882.19 345.67 44.17 136.00 4.93 426.97 1660.74 394.71 44.098 9 200mm Fuel Compo.91 129.33 83.40 21.00 53. Fuel L. 8 Unit 100 mtrs.29 495.73 102.48 113.03 236.31 907. 12 Unit 100 mtrs.58 10.10 993.58 568.41 611.16 330.64 118.C.75 1102.09 459.24 468.89 67.99 944. L.46 186.79 1558.40 410.805 11 250mm Fuel Compo.03 529.81 1667.34 57.49 226.F.01 617.02 317.00 10.68 402.25 108.39 320.50 543.03 121.49 337.52 264.19 675.66 166.55 581.50 2669.97 1448. L.82 120.09 1341.1.15 211. Lead in Kms.09 752.72 436.15 456.1.03 355.50 4.71 374.91 100.08 15.00 160.08 492.10 756.59 312.71 1666.00 15.44 1204. 55 2512.78 1429.45 3408.65 2457.I. L.55 2296. L.67 3038.C.11 3766.18 1774.61 4177.17 10796.70 250 .00 125.25 1105.98 1045.99 692.36 388.73 1226.81 6221.196 5 Fuel Compo.59 1801. Steel Cylinder.36 3549.F.70 1837.02 1151. 8 Unit 100 mtrs.F. L.46 2452.54 921.00 45.48 1471.44 1373.51 1901.00 150.96 7747.85 4916.92 Compo. 10 Unit 100 mtrs.49 350. L.00 200.09 1842. 3 4 125mm Unit 100 mtrs.60 2749.59 4477.29 1888.99 1809.33 2573.09 11081.51 2659.59 833.90 1384.18 7205.23 1334.81 2281.99 1508.33 1490.80 3088.71 647.34 6077.92 5066.66 8146.90 4114.80 1374.42 2096.00 175. L.07 2000.85 4329.00 35. Lead in Kms.15 405.75 807.83 3731.0.61 10027.99 3019.36 900.62 5899.59 1654.12 3790.0.59 739.07 1134.82 1081.35 3761.00 80.85 2217.56 2040.00 1978.87 6236.24 1935.11 1330.94 4481.44 8289.F.64 2757.13 7255.98 3016.83 3063.59 1060.59 786.13 9086.68 8647.83 2853.57 2806.66 15265.66 5147.71 558. C.42 5680.90 5651.28 2174.97 3896.77 13173.73 933.50 2726.47 5324.14 2768.25 13411.68 3913.01 3802.91 1531.89 4614.F.14 1073.50 1537.70 6265.59 539. 14 1 25.31 1231.25 768.62 3191.92 1108.60 6294.55 17357.57 3750.28 7020.61 1241.23 4854.71 2840.85 463.21 2483.23 3024. Fuel L.14 830.59 4868.23 3387.36 1288.83 7 150mm Fuel Compo.77 3697.13 4081.85 931.36 2280.098 9 200mm Fuel Compo.00 90.92 5567.80 1905.82 2929.93 1715.95 2307.26 1037.90 1034.C.Pipes.66 615.1.83 8051.70 9832.805 11 250mm Fuel Compo. Pipes Unreinforced cement pipes & prestressed concrete pipes.99 4384.63 2736.32 5407.2.60 3646.95 692.72 4561.F.00 60.00 30.70 922.61 577.19 6277.82 2129.32 1378.2.06 6712.16 1649.F.65 7462.18 1255.38 3252. 12 Unit 100 mtrs.97 1270.00 100.27 2147.37 292.09 3138. Cost per Trip 2 100mm Unit 100 mtrs.76 3180.22 2285.11 1472.64 8562.63 466.03 5319.00 70.96 2091.16 1680.1.56 10178.19 1079.48 3311.85 2434.17 3251.02 2713.88 5186.08 3345.12 1643.65 2444.86 8194.02 9495.08 10728.72 777.85 6892.46 9390.24 4840.92 465.91 2360.00 40.90 11795.34 4323.50 922.90 1735.57 1534.33 677.00 50.R.23 520.48 2449.622 13 300mm Fuel Compo. 6 Unit 100 mtrs.95 3692.57 2135.61 5188. 10 2836.82 1728.0.88 654.92 551.68 177.22 5534.11 1982.01 4571.14 1084.14 393.35 12709.74 5679.97 901.97 1660.45 18726.91 1859.50 5.00 4.67 208.63 2444.93 5065.59 16619.46 1191.43 325.02 13714.39 1176.55 581.08 3075.63 2416.46 929.67 115.99 3670.62 517.71 2059.F0.86 2290.16 689.00 7.549 Compo.293 Compo.17 4361.65 3873.65 5939. Steel Cylinder.42 100.35 1249. 5 6 600 MM dia.92 448. C.17 33238.79 946.F.80 1101.97 19390.59 876.F.02 1430.84 1102.50 4.63 2354.08 154.81 274.55 1256.82 720.46 6911. Pipes Unreinforced cement pipes & prestressed concrete pipes.19 588.57 622.78 26839.77 7293.42 4119.00 20.76 268.60 29003.03 10870.07 1058.52 1036.31 1125.93 4325.78 10347. Lead in Kms.56 1950.38 27595.46 1724.58 1893.F.300 Compo.56 3757.60 2769.85 852.58 30391. Fuel L.56 270.86 506.39 20735.06 4599.79 1560.50 543.78 830.71 146.0.77 640.C.86 833.24 468.93 1513.99 7340.57 3121.30 4473.STATEMENT -C1 (2010-2011) PUNE REGION R.26 781. 11 12 1800 &2000 MM dia.0.97 22021. Unit 100 mtrs.50 2285.0.52 3308. Unit 100 mtrs.95 211. Unit 100 mtrs.40 607.85 14057.71 969. Unit 100 mtrs.58 2180. 13 14 1 0.F0.09 5666.97 1597.85 8650.00 1.23 578.50 1.20 5539.75 1383.52 2005.20 98.45 301.72 9363.65 216.05 6616.00 15.30 10005. 9 10 1200 MM dia.80 14501.44 1765.92 7028.63 1320.F.64 1441.82 36045.32 33205.73 3455.15 1171.34 738.15 309. Fuel L.70 2340.72 1667.50 13083.59 251 .89 23240.C.15 969. Cost per Trip 2 350 & 400 MM dia.50 3.01 617.42 158.51 536.57 2474.66 6463.19 13797.04 27428.00 6.00 8.09 1341.95 38780.14 942.00 2.32 2861.53 1610.93 3449.59 990.53 2299.900 & 1000 MM dia.29 763.27 4833.96 2532.54 1688.26 12357.78 41471.00 9.59 84.24 10130.00 429.18 6354.83 3231.47 11358.43 8584.71 2593.85 650.75 922.025 Compo.38 3024.84 332.55 5260.79 2232.79 15195.53 1059. Fuel L.06 2118.68 1270.68 3623.98 2108.06 3221.08 3376.36 2541.97 1888.48 20260.14 381.00 10.94 11620.39 494.91 390.16 506.63 239.74 564.41 18022.72 1464.15 5002.78 2630.32 2969.80 1215.59 3308.77 989. Unit Cum 100 mtrs.89 725. Fuel L.56 20694.05 Compo.45 1765. 3 4 450 & 500 MM dia.15 53.00 3.67 1855.31 332.80 438.56 53678.34 1811.Pipes. 7 8 800.91 455.31 2342.59 8946.52 24715.I.82 1936.09 759.46 1199.12 3901.29 17169.01 26166.40 196.90 3003.98 4580.94 3538.93 44043.15 Compo.39 3646.44 11068.64 66410.72 4581. Fuel L.50 2.80 6007. Unit 100 mtrs.89 423.61 1641.06 21741.08 853. Fuel L. 14 3950.54 10134.50 2726.81 14939.53 44488.86 6816.00 200.00 90.52 11251.63 79142.39 31650.R. Unit 100 mtrs.69 4434.77 22244.92 4183.99 3074.18 3684. 5 6 600 MM dia.0.55 2296.36 39571.14 91873.77 5067.69 47403.49 22976.94 4481.30 37679.96 137857.73 7859.26 27835.549 Compo.56 4044.66 4616.00 50.79 63301.15 6903.21 27313.F.07 45936.025 Compo.14 40897. Fuel L.F0.00 70.16 71975.86 8194.00 60.50 13485.26 200320. Fuel L.40 17953.77 25979.F.31 22421.03 7605. 3 4 450 & 500 MM dia.93 11039.I.75 6742. Fuel L. Fuel L.19 5499.F0.40 54105.94 3489.00 30.00 150.65 18839.73 379806.03 54539.01 18179.18 6752.16 19289.88 33386.00 35.0.64 13300.89 22775.45 17092.93 32406.15 15296.73 16889.87 6236.75 202675.18 163880.49 40456.56 66239.32 77938.25 17081.42 107720.32 10294.0.16 8115.293 Compo.62 29879.13 27965.66 21286.00 125.70 8976.89 12989.99 45952.85 89638.85 23701.28 7900.85 6892.58 35987.74 7839.33 3603.31 14925. 7 8 800.35 19468.29 5515.00 80. C.90 113037. Pipes Unreinforced cement pipes & prestressed concrete pipes.45 15719. Lead in Kms.60 215926.63 13917.46 33779.86 134527.0.17 19933.88 9307.21 266930.14 41578.79 9229.13 10305.01 9089.66 6126.97 3896.00 45.07 60561.92 4905.65 155877.17 10796.43 9122.39 11303.71 38937.81 226074.07 8308.14 10334.49 5188.15 Compo.81 2768.02 9495.17 23525.94 16693. Unit 100 mtrs. Steel Cylinder.59 133465.96 431853.91 275714.12 132478.37 2158. Unit 100 mtrs.99 3019.37 100160.36 20187.F.80 11478.26 5625.46 14250.56 33754.00 100.40 19665.92 5066. Unit Cum 100 mtrs. Fuel L.58 167015.70 1862.79 83507.35 17295.300 Compo. Unit 100 mtrs.18 34163.73 7098.85 11360.95 48690.14 121123.09 252 .68 10093.48 9191.54 2914.05 10638.96 6032.23 233625.61 13190.62 2463.42 54626.F.93 67263.32 16230.57 20789.12 67508.57 9017.98 80912.86 249473.85 2434. Fuel L.90 5651.53 5693.51 327760.32 5760.43 4967.81 8047.57 20448.70 27052.Pipes.89 97380.80 60389.70 94316.97 10064.43 124736.48 3311.38 101337.85 22079.70 179276.45 1555.48 116812.38 12555.C.93 20129.12 189903.74 36847.05 Compo.28 4508.65 17293.66 11210.63 30403.18 7656. 9 10 1200 MM dia.26 8163.00 1978.07 109079.67 12155. 13 14 1 25.29 6595.36 15312.900 & 1000 MM dia.55 4294.77 2846.26 60807. Unit 100 mtrs.35 47158.93 3408. 11 12 1800 &2000 MM dia.59 120779.00 40.21 53860. Cost per Trip 2 350 & 400 MM dia.00 175.C. 15 76.56 255.50 1.15 969.50 33.00 6.32 4.16 689.23 71.98 82.90 99.47 7.87 38. 8 Unit 100 mtrs.52 120.00 429.43 211.69 733.69 234.69 155.43 96.64 198.49 337.88 654.55 15.30 62.13 70.2.26 65. L.24 14.12 44.89 172.71 44.19 234.62 247.02 317.99 185.95 252.79 566.86 85.00 53.62 104.29 128.10 188.026 5 80mm Fuel Compo.14 27.41 19.43 529.32 412.36 180.31 39.F.928 7 100mm Fuel Compo.00 9. 4 Unit 100 mtrs.85 110.01 43.31 11.32 567.64 118.42 104.04 282.97 1660.17 173.70 27.60 159. 4.62 116.13 90.39 99.09 759.88 41.77 331.08 25.30 93.09 45.25 16.28 73.21 106.00 15.50 5.F1.34 157.71 32.67 36.F.17 136.89 725.40 223.72 62.00 8.78 20.83 276.56 601.00 20.83 240.09 1341.12 354. Cost per Trip 2 50mm Unit 100 mtrs.81 257.32 146.78 297.6.03 176.92 50.03 10.72 206.71 56.23 28.80 1101.55 581.22 415.05 458.97 901.15 48.STATEMENT -C1 (2010-2011) PUNE REGION Asbestos Cement Pipes Lead in Kms.61 88.50 3.50 170.F.53 78.56 25.71 374.95 147.52 1036.88 21.29 53.53 273.40 34. L.83 9 150mm Fuel Compo.49 283.58 3 Fuel Compo.50 2.65 12. L.57 167.78 830.99 396.24 468.64 259.06 9.18 454.59 71.64 357.38 7.34 203.80 307.82 17.00 2.00 24.41 78.50 62.01 617.29 53.42 235.48 171.47 126.92 87.02 223.99 22.50 543.29 136.05 15.10 376. 10 1 0.47 162.00 3.32 153.01 144.87 81.45 32.50 4.00 10.16 506.63 192.46 376.98 108.20 115. 6 Unit 100 mtrs.00 4.28 125.81 135.00 7.08 492.00 1.71 253 .31 907.49 333. L. 99 822.25 1105.00 175.24 1258.928 7 100mm Fuel Compo.21 502.55 2296.00 150.92 1450.95 947.17 491.89 503.02 9495.59 254 .28 2358.42 358.00 60.71 647.00 80.38 1994. 10 1 25.14 770.16 1649.63 2736.28 2130.86 8194.75 2279.19 404.55 1245.6.09 2035.00 125.44 570.84 1549.20 511.90 5651.10 205.54 675. 4 Unit 100 mtrs.80 3088.03 256.82 2129.70 922.99 414.56 761.74 784.00 90.00 1978.45 3408.92 1530.49 307.48 3311.96 519. L.00 100.19 1148.97 377.14 835.19 576.59 1654. 4.85 1047.2.99 1809.10 1243.39 180.14 830.00 200.94 1113.65 212.29 1443.89 3687.00 30.36 1288.34 749.62 5899.64 967.50 604.06 369.34 592.69 677.61 5188.50 2726.69 349.50 3242.F. 6 Unit 100 mtrs.44 831.63 1014.17 10796.58 3 Fuel Compo.60 3646.Asbestos Cement Pipes Lead in Kms.99 3019.27 460.04 1640.48 1471.00 45.81 2281.30 919.36 335.11 1330.70 1837.94 4481.71 1730.37 1037.74 1034.90 752.48 2449.74 461.78 129.10 887.14 2768.00 35.85 2434.97 3896.92 5066.12 634.59 4477.11 3766. 8 Unit 100 mtrs.80 155.33 300.026 5 80mm Fuel Compo.35 409.18 1255.07 2354.59 739.87 6236.63 466.24 1131.83 9 150mm Fuel Compo.F.14 1712.54 1403.71 558.12 2798.62 3191.02 1710.96 294.F1.57 231.27 291.35 1031.85 6892.24 681.F.73 1657.00 40. L.00 70.14 253.59 419.50 1930.04 858.44 458.63 1426. L. L.46 931.46 2681.00 50.69 349.41 690.67 668.44 585.85 805. Cost per Trip 2 50mm Unit 100 mtrs.33 1490.14 1330.12 1081. 345/Day Lead or Distance in Metre 3 Total Amount Total Amount on Per Cum.55 61.45 32.20 255 .50 75.75 88.15 73. Weight Basis i.80 43.70 40.85 44.65 37.90 58.95 79.95 51.30 24.50 47.15 26.65 84.55 41.15 81.85 27.85 41.60 49.85 20.45 36.C2 (2010-2011) PUNE REGION Cost of Carriage by Coolies (Mazd.00 52.90 57.STATEMENT .557 Rs.e.90 23.55 92.55 45.30 29.45 47. 2 Cost of Carrage by cart Hire Charges of Rs.40 65.10 88.10 38. 225/ day) Lead or Distance in Metre 1 Total Amount Per Cum.75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 35.10 45. per tonne Col.85 68.65 34.40 96.40 71.20 49.50 71.60 61.05 78. 4 5 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 16.4/0.85 64.05 30.70 34.75 101.05 52. Rs.85 21.00 29.10 39.05 83. Rs.30 19. 55 31. Rubble . Cu. Cu.55 31. M.Shingle Metal of various sizes Asphalt Sand. Sq.No. Fase Stones Km.55 33.I. 31.10 16.00/day Sr. Soft Murum. Bricks Blasted Boulders.2) 1 2 3 4 5 1 2 3 4 5 6 7 8 9 Cement Steel Steam Coal C.STATEMENT -C3 (2010-2011) PUNE REGION Stacking Charges for Different Materials 2010-2011(Pune Region) Mazdoor Rs.C.55 31.M. 17.50 37. stones 11 Timber 12 Shahabad stones . Sheet(all sorts) A.55 31.85 10 Headers.Slabs and other paving Material Cu.85 37. 1000 Nos.50 256 .55 31. Hard Murum and Average Murum M.M.85 37. Material Unit Stacking Restacking Charges Charges (col .55 31.M.Sheets ( all types) Mangalore Tiles. 1000 Nos.T. Ridge Tiles.4*1.M.50 16.T. M.65 22. Cu. 1000 Nos. M.T.T. Boundry Stones .M.Corner Stones.225. 77 1.S. Sqm.M. 1 : 3 proportion. Cum.90 8. Cum.M.B.22 Cum. DAMP PROOF COURSE 17 18 19 Providing and laying damp proof course 50 mm. masonry in C.52 Requirement in bags 4 2 REINFORCED CEMENT CONCRETE 6 7 8 9 10 Cement concrete M-15 (1 : 2 : 4) Cement concrete M-20 (1 : 11/2 : 3) Cement concrete M-25 Cement concrete M-30 Cement concrete M-35 BRICK WORK 11 12 13 B. 1 : 6 proportion C.13 0. Cum.R. Cum.R. 1 : 6 proportion. Cum.20 257 . Providing water proofing to W. Cum. 5.M.50 9. 1 : 4 proportion STONE MASONRY 14 15 16 U. No. C.20 2. 1 : 8 proportion Half brick masonry in C.S. 1. 9.D STANDARD CEMENT CONSUMPTION Sr.50 Cum. and bath Sqm.20 0. 1. Cum. Cum.05 3.C.84 4.20 10.44 1. Cum. 1 : 6 proportion B. Cum.C.R.M.276 Cum. masonry in C.M.STATEMENT .90 6. Sqm.80 1.35 0. Sqm. masonry in C.76 5.M.S. Cum. 1 : 5 proportion. thick in (1 : 2 : 4) Finishing the terrace slab 20 mm thick in C.M. masonry in C. 1 Item Unit 3 PLAIN CEMENT CONCRETE 1 2 3 4 5 Cement concrete (1 : 1 : 2) Cement concrete (1 : 2 : 4) Cement concrete (1 : 3 : 6) Cement concrete (1 : 4 : 8) Cement concrete (1 : 5 : 10) Cum.B. 0. masonry in C. do -.M.do -.M. 0.04 0. Providing flush grooving pointing in C.Sr.03 0.M. 1 : 3 Providing internal cement plaster 12 mm. 1 : 5 -.M.13 0. Sqm. Sqm. -. thick single coat in C. Sqm. Sqm. Sqm.in C.25 mm thick in two coats in C.M.M. and bath including brick bat coba. 1 : 4 proportion.19 0. Requirement in bags 4 4.in two coat in C. Providing weathered pointing in C.M. Sqm. Injection Grouting PLASTERING Unit 3 Cum.do -.044 258 . 1 : 3 proportion. 1 : 5 proportion.08 0. Sand faced plaster in two coats Rough cast plaster in two coats in C. thick single coat in C. 1 : 3 proportion.to stone masonry in C.M. 1 : 3 prop. 1 : 4 proportion.do -. Sqm.M. thick over green surface.15 0. 1 20 20 A Item 2 Proviing water proofing to W.in C. No.10 0. -. Sqm.05 0. 1 : 3 -.in C. Sqm.M.13 0.025 0.19 0. -. Sqm.M.M. Providing tuck pointing with C.M. Sqm.12 0. 1 : 3 prop. thick single coat in C.do -.03 0.C.M. 1 : 5 in two coats -. 1 : 3 for stone masonry Providing vee pointing for stone masonry in C. 1 : 4 proportion. Sqm. Sqm. 1 : 3 Providig fine finish 1.045 0. Sqm. thick in single coat in C. Sqm.22 0.M. Sqm.00 0. Sqm. 1 : 3 for brick work -. 1 : 4 Providing internal cement plaster 6 mm.M. M. Sqm.do -.07 0.22 0. Lit. Providing cement plaster 20 mm.do -.in two coats in C.do -. Sqm. -.22 0.5 mm.03 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Providing internal cement plaster 6 mm. 1 : 4 proportion.in single coat in C. 15 Sqm. 44 Providing and laying polished tandur stone flooring 25 mm. 0. No. thick with c.do -Providing and laying flooring of plan cement tiles of 25 x 25 mm.do -.130 Sqm. to 30 mm. 0. Sqm. FINISHING AND DADO 40 Providing and laying R. Providing and laying gray cement base mosaic tiles for flooring 25 x 25 cm.do -.18 Sqm.do -. -. to 30 mm. thick on bed 1 : 6 proportion. 1 : 3 41 42 43 -.do -. 0. thick on bed 1 : 6 proportion.do -. and pointing C.H.44 0. 0.Sr. flooring 25 mm to 30 mm. size -.21 0. 1 Item 2 Unit 3 Requirement in bags 4 PAVING.22 Sqm.for dado and skirting.polished Kotha stone flooring 25 mm. 0.13 Sqm.18 Sqm. flooring 40 mm. 0.do -.M.do --.do -. -. Providing and laying white glazed tiles 150 x 150 mm.15 Sqm. 0. on bed of 1 : 6 C.18 0.150 0.14 0.15 Sqm. -. 0. 45 46 -. for flooring.50 mm thick -. 47 48 49 50 51 52 53 54 55 56 57 Providing and laying skirting of polished tandur stone -. Sqm.c. on bed 1 : 6 for flooring. to 30 mm. thick on bed 1 : 6 proportion.c.135 259 . 0. FLOORING.50 mm to 60 mm.M. 1 : 1 1/2 : 3 -.do -.do -Providing and laying c.18 Sqm.for dado and skirting.for dado skirting. 0.36 Sqm. 0.for dado and skirting on polished surface 1 : 4 proportion. -. 0. Providing and laying skirting and dado of polished shahabad stone 25 to 30 mm. with 1 : 4 C.M. Sqm.S. Sqm.do -Providing and laying polished shahabad stone flooring 25 mm. Sqm.130 Sqm.18 Sqm.40 mm to 50 mm -. Sqm. 0. Providing and laying coloured tiles 25 x 25 mm. Sqm. 0. Sqm. 0.do -Providing and laying in situ marble mosaic tiles 10 mm thick.do -.for dado -.Sr.17 59 60 -. No. Sqm. Requirement in bags 4 0.13 61 -.do -a) Gray cement b) White cement Sqm.18 260 .28 0. Unit 3 Sqm.20 0.20 0. 0. Sqm.do -. 0.for dado -. 1 58 Item 2 Providing and laying machine cut white makrana flooring. a) Gray cement b) White cement Sqm.30 62 Providing and laying in required position flooring of broken china 63 Providing and laying polished shababad stone 25 to 30 mm thick for tread and riser.18 Sqm. material used for Government works for the Year 2010-2011 Effective from 01-09-2010 and valid upto 30-06-2011 Important Notes 1) The Rates included in this D. for Semi Government and Private the rates shall be as per Government Guidelines. Maharashtra State. A) Individual Tests B) Group Tests A) Individual Tests:The test mentioned in Part “A” fall in this Category and tests on individual material be carried out as per requirement and necessity.” if it is felt to conduct part of group testing then.D.R. tests have been classified into two categories. 261 .Group Tests. B) Group Tests:The Standard tests on basic materials have been arranged into groups and itshall be mandatory upon field officers to conduct the tests on basic materials as per groups and the details are mentioned in Part “B” 3) The field officers will have to strictly adhere to the test frequency stipulated as per Government guidelines. 2) In order to achieve uniformity in testing of materials throughout Maharashtra State. 4) Out of group testing mentioned in “Part B .S.VIGILANCE & QUALITY CONTROL CIRCLE. PUNE Schedule of Testing charges for construction .W. are applicable for all Divisions and Sub-Divisions in P. it shall be binding upon the concerned Executive Engineer or any other higher officer to request for the same in writing. VIGILANCE & QUALITY CONTROL CIRCLE.material used for Government works for the Year 2010-2011 Effective from 01-09-2010 and valid upto 30-06-2011 PART-A INDIVIDUAL TESTS Sr.00 .00 275.00 375.00 250.00 750.00 400.00 250.00 12000.00 1 1 1 1 1 1 1 1 1 1 1 1 1 Test Test Test Test Test Test Test Test Test Test Test Test Test 340.00 1600.00 300. No.00 300.00 700. S.00 450. Name of Test Unit Sanctioned Rate 2010-11 CEMENT 1 2 3 4 5 6 7 Fineness (By Sieving) Fineness by Blains Apparatus Specific Gravity Standard Consistency Setting Time ( Initial & Final) Compressive Strength Soundness COARSE AGGREGATE 8 9 10 11 12 13 14 15 16 17 18 19 20 Sieve Analysis Water Absorption Specific Gravity Impact Value Abrasion Value Crushing Value Flakiness Index Soundness Bulk Density G.00 250.00 540. B.00 200.00 500.00 1 1 1 1 1 1 1 Test Test Test Test Test Test Test 340.00 250.00 1 1 1 1 1 1 Test Test Test Test Test Test 340.00 340. Mix Design Wet Mix Macadam Mix Design Stripping Value Elongation Index FINE AGGREGATES 21 22 23 24 25 26 Fineness Modulus ( Seive Analysis) Silt & Clay Content ( Wet Sieving) Chloride & Sulphate Content Moisture Content Bulkage of Sand Stilt Factor BRICKS 27 28 29 Water Absorption (5 Bricks) Compressive Strength ( 5 Bricks) Efflorence ( 5 Bricks) 262 1 Test 1 Test 1 Test 500. PUNE Schedule of Testing charges for construction .00 300.00 375.00 12000.00 530.00 500.00 350.00 400. 00 800.00 440.00 7500.00 800.00 725.Sr.C. 44 for the same work for which basic material tests were already been performed in item no.00 1 Test 1 Test 1 Test 500.00 5000. Cube (3 Cubes) Concrete Mix Design (With all Tests on basic materials) Concrete Mix Design for other grade of concrete than in item no.00 600.00 440.00 46 47 48 1 Test 1 Test 1 Mix Design 400.00 600.00 500. No.00 500.00 1 Test 1 Test 1 Test 400.00 1250.00 1 1 1 1 Test Test Test Test 500. 44 Flexural strength ( on Beam ) Permability Test Concrete mix design by Accelerated curing method ( Boiling water method) CONCRETE PAVING BLOCKS 49 50 51 52 Compressive Strength (8 Blocks) Water Absorption (3 Blocks) Flexural Test (8 Blocks) Resistance to wear (3 Blocks) 1 1 1 1 Test Test Test Test 800.00 1 Test 1 Test 1 Test 500.00 1 Test 1 Test 1 Test 400.00 10625.00 263 . Name of Test Unit Sanctioned Rate 2010-11 FLOORING TILES 30 31 32 Flexural test (6 Tiles) Water Absorption (6 Tiles) Resistance to wear (6 Tiles) GLAZED TILES 33 34 35 36 Determination of Impact Resistance (6 Tiles) Determination of Chemical Resistance (6 Tiles) Water Absorption (6 Tiles) Modulus of Rupture (6 Tiles) CERAMIC TILES/ VITRIFIED TILES 37 38 39 Water Absorption (6 Tiles) Modulus of Rupture (6 Tiles) Determination of Chemical Resistance (6 Tiles) MANGLORE TILES 40 41 42 Water Absorption ( 6 Tiles) Flexural test ( 6 Tiles) Permeability (6 Tiles) CONCRETE 43 44 45 Compressive Strength of C.00 400.00 650.00 500. Thin film oven test & test on residue of modified bitumen Seperation test for modified Bitumen 1 Test 264 .00 25000.00 1500.00 600.R.00 2500.00 400.00 375.00 1250.00 11000.00 1 1 1 1 1 1 1 1 1 Test Test Test Test Test Test Test Test Test 340.00 700.Sr. No.00 500.00 650.B.00 600.00 560. Job Mix Design for B.00 750.00 1 Test 1 1 1 1 1 1 1 1 Test Test Test Test Test Test Test Test Penetration Softening Point Viscosity Flash & Fire Point Specific gravity Ductility / Elastic Recovery (CRMB/PMB) Mastic Hardness No.M.00 500.00 400.00 600.00 350.00 3500.00 3500.00 375.00 1230. Test ( Lab ) Excluding Compaction test Field Density by Sand replacement method Sulphate & Chloride content Mechanical Analysis Plate Load Bearing Test ( Excluding Transportation) Differential Free Swell Test for soil BITUMEN 67 68 69 70 71 72 73 74 75 76 77 78 79 80 Extraction Test Marshall Stability & Flow measurement (3Moulds) Preparation of Marshall Mould (3 Moulds) Job Mix Design ( With all Tests on basic material) for DBM / SDBC / AC B.00 1 Test 1 Test 1 Test 500.M. Name of Test Unit Sanctioned Rate 2010-11 MORTAR 53 Compressive Strength STONE 54 55 56 Crushing Value Water Absorption & Specific Gravity Compressive Strength (Dressing of Stone already done ) SOIL / MURUM 57 58 59 60 61 62 63 64 65 66 Sieve Analysis Field moisture Content Liquid limit & plastic Limit Compaction Test ( Proctor Density) C. (Preparation of Marshall Mould Density) 1 Test 375.00 1 Test 1 1 1 1 Test Test Test Test 1000.00 800.00 250. 00 88 89 90 Density Test ( 3 Blocks) Compressive Strength (8 Blocks) Water Absorption Test (3 Blocks) SOLID BLOCKS 1 Test 1 Test 1 Test 250.00 250.Sr.00 1 Test 1 Test 1 Test 250.00 800.00 1250.00 450.00 91 92 93 Density Test ( 3 Blocks ) Compressive Strength (8 Blocks ) Water Absorption Test (3 Blocks ) WATER 1 Test 1 Test 1 Test 250.00 500.00 600.00 800.00 375.00 850.00 500.00 96 97 Density Moisture Content 1 Test 1 Test 375.00 600. No.00 500.00 265 .00 400.00 300.00 94 95 PH Value Sulphate & Chloride Content WOOD 1 Test 1 Test 250.00 85 86 87 % Residue Test Particle charge Test Sieve Test HOLLOW BLOCKS Test Test Test 400.00 500. Name of Test Unit Sanctioned Rate 2010-11 81 82 83 84 Determination of Wax Content in the Bitumen Determination of Fines by Hydrometer Matter soluble in Trichloroethylen Density of Bituminous Mix Mould BM/ BC/ SDBC/ DBM BITUMINOUS EMULSION 1 1 1 1 Test Test Test Test 6000.00 FLUSH DOOR 98 99 100 Knife Test Adhension Test End Immersion Test PLYWOOD 101 102 103 Determination of Resistance to dry heat Determination of Moisture Content Determination of Density 1 Test 1 Test 1 Test 750. I.00 600.00 190.00 1100.C.Sr.00 106 107 1 Test 1 Test 600.00 111 112 1 Test 1 Test 250. PIPES Water Absorption Bursting Strength A.00 400.00 113 114 1 Test 1 Test 500.00 115 116 1 Test -- 500.C.00 500. Name of Test Unit Sanctioned Rate 2010-11 104 105 Thickness of Plywood Test for Glue Adhesion PARTICAL BOARD Determination of Moisture Content Determination of Density ALUMINIUM SECTION Thickness Mass per unit Test on Powder coating POLYMER MATERIAL pH Value Solid Content A.00 250. SHEETS Water Absorption Load Bearing G.00 1820.Test) (2 Samples) Resistance to applied Voltage ( 30 Days Test) (2 Samples) Thickness of Coating Chemical Resistance (8 Samples) Hardness of Coating Salt Spray Test (4 Cycles) (2 Samples) 1 Test 1 Test 125.00 200.00 375.00 108 109 110 1 Test 1 Test 1 Test 250.00 266 .00 122 123 124 125 126 127 1 Test 1 Test 1 1 1 1 Test Test Test Test 840.00 300. PIPES Weight Per Running Meter Diameter of Pipes & Wall Thickness of Pipe Weight of Zink Coating Per Square Meter PVC PIPES (NON PLASTISIZE) Weight per running meter Diameter of pipe & wall thickness of pipe STEEL (ANTI CORROSIVE TEST) Resistance to applied Voltage (1Hrs.00 250.00 375.00 275.00 117 118 119 1 Test 1 Test 1 Test 190.00 2350. No.00 190.00 120 121 1 Test 1 Test 190. 00 1 Test 1 Test 750.00 2000. Name of Test Unit Sanctioned Rate 2010-11 REINFORCED STEEL BAR TESTING 128 129 A)Upto 16 mm (3 Bars) B) Above 16 mmm ( 3 bars) (Tensile strength. % Elongation.00 210.00 1000.00 600.00 800.Sr. Weight-per Meter.00 1 1 1 1 1 Test Test Test Test Test 3000.00 130 1 Test 3000.00 375.00 725.00 800. Yield Stress. 1 Test 1 Test 2000.00 267 . Bend / Rebend Test) Nitrol Solution Test (3 Bars) PAINT / THERMOPLASTIC PAINT 131 132 133 134 135 Glass bead contents & grading analysis Reflectance & Yellowness Index Flowability (Percentage residue) Softening point (Ring & Bell method) Drying Time COAL TAR EPOXY PAINT 136 137 138 139 140 141 Drying Time Dry Film Thickness Flexibility Gel Time Pot Life Volume of Solid ROAD SIGN BOARD 142 Retro Reflective Test CORE TAKING Taking of core samples in concete pavement Taking of core samples in bituminious flexible pavement 1 Test 3100.00 530.00 375.00 1 1 1 1 1 1 Test Test Test Test Test Test 500.00 143 144 . No.00 725. 00 990. Soundness COARSE AGGREGATE A) Concrete Sieve Analysis. Water Absorption.00 800. Compressive Strength (5 Bricks) Efflorescence (5 Bricks) FLOORING TILES Flexural test (6 Tiles). Modulus of Rapture (6 Tiles) CONCRETE PAVING BLOCKS Compressive Strength. 6.VIGILANCE & QUALITY CONTROL CIRCLE.00 2. CEMENT Fineness (By Sieving). Specific Gravity Impact Value. Silt & Clay Content 1 Test (Wet Sieving) BRICKS Water Absorption (5 Bricks). Flexural test (6 Tiles) 1 Test 1125. Abrasion Value/Crushing Value. Flakiness Index. 1 Test 1 Test 1 Test 810.00 268 .00 800. Water Absorption. Standard Consistency Setting Time (Initial & Final). Water Absorption (8 Blocks) MANGALORE TILES Water Absorption (6 Tiles). Compressive Strength. 8. 5. No. Specifit Gravity.00 1 Test 1 Test 1250. Abrasion Value/Crushing Value. 1 Test 2170.material used for Government works for the Year 2010-2011 Effective from 01-09-2010 and valid upto 30-06-2011 PART-B GROUP TESTS Sr. Specific Gravity Impact Value. FINE AGGREGATES A) Fineness Modulus (Sieve Anaalysis). Flakiness Index C) BT WORK Sieve Analysis. Silt & Clay Content 1 Test (Wet Sieving) Chloride & Sulphate Content B) Fineness Modulus (Sieve Anaalysis). 9. Abrasion Value/Crushing Value.00 1 Test 2570. 7.00 800.00 1 Test 2170. Water Absorption (6 Tiles) GLAZED TILES Water Absorption (6 Tiles) Modulus of Rupture (6 Tiles) CERAMIC TILES Water Absorption.00 4. Name of Test Unit Sanctioned Rate 2010-11 1. PUNE Schedule of Testing charges for construction . Water Absorption.00 3. Flakiness Index B) WBM Sieve Analysis. Specific Gravity Impact Value.00 700. Stripping Value 1 Test 1965. 00 Sd/Superintending Engineer Vigilance & Quality Control Circle. M.00 1350.Sr. 13.00 3400. Proof Stress) 1 Test 1000. Liquid limit & plastic limit. Liquid limit & plastic limit.M.) Penetration. STONE 1 Test Water Absorption & Specific Gravity. 2000. Gradition BITUMINOUS EMULSION % Residue Test. 1 Test 1 Test 880. Sepcific gravity.B./P. Proof Stress) b) Above 16 mm (3 Bars) (Tensile strength. Compressive Strength (8 Blocks) Water Absorption Test (3 Blocks) STEEL BAR TESTING a) Upto 16 mm (3 Bars) (Tensile strength. Thin film oven test C) Mix Material Extraction Test. Pune 269 . R. Sieve Test HOLLOW BLOCKS Density Test (3 Blocks). Name of Test Unit Sanctioned Rate 2010-11 10.00 14. 1 Test 1 Test 750. B. Compaction Test (Proctor Density) MURUM FOR ROAD WORK Sieve Analysis. BITUMEN A) Bitumen Penetration.00 11.00 16.00 12. 15. % Elongation.00 17. Compressive Strength (8 Blocks) Water Absorption Test (3 Blocks) SOLID BLOCKS Density Test (3 Blocks). Bend/ Rebend Test) Yield Stress. Particle charge Test.00 1000. 1 Test 1010. Softening Point. Softening Point. Bend/ Rebend Test) Yield Stress.00 1300. Compressive Strength (Dressing of stone already done) SOIL/MURUM FOR EARTHWORK Sieve Analysis. Elastic Recovery. Weight-Per Meter. No. % Elongation. Ducility B) Modified Bitumen (C. 1 Test 1000.00 1 Test 1 Test 1 Test 1800. Weight-Per Meter.
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