SOR-Standard Data Book (Road & Bridge)

INDEXPAGE NO. FOREWORD LIST OF NATIONAL HIGHWAYS ROAD WORKS GENERAL NOTES BRIDGE WORKS GENERAL NOTES CHAPTER-1 CHAPTER-2 CHAPTER-3 CHAPTER-4 CHAPTER-5 CHAPTER-6 CHAPTER-7 CHAPTER-8 CHAPTER-9 CHAPTER-10 CHAPTER-11 CHAPTER-12 CHAPTER-13 CHAPTER-14 CHAPTER-15 CHAPTER-16 CHAPTER-17 CARRIAGE OF MATERIALS SITE CLEARANCE EARTH WORK, EROSION CONTROL AND DRAINAGE SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS BASES AND SURFACE COURSES (BITUMINOUS) CEMENT CONCRETE PAVEMENTS GEOSYNTHETICS AND REINFORCED EARTH TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES PIPE CULVERTS MAINTENANCE OF ROADS HORTICULTURE FOUNDATIONS SUB-STRUCTURE SUPER-STRUCTURE RIVER TRAINING AND PROTECTION WORKS REPAIR AND REHABILITATION VIDEO PHOTOGRAPHY 1-2 3 4-7 8-14 15 16-18 19-20 21-23 24-28 29-30 31 32-36 37 38 39 40-51 52-54 55-59 60-61 62-63 64 65-105 STANDARD TABLES OF SPECIFICATIONS This SOR is based on Standard Data book for analysis of Rates for Road and Bridge Works. OFFICE OF THE ENGINEER-IN-CHIEF, PUBLIC WORKS DEPTT. (MP) SCHEDULE OF RATES FOR ROAD & BRIDGE WORKS No. 1238 /SOR/Communication/2009 Bhopal Date 19 /06/2009 FOREWORD 1 Till now, for the National Highway Works, the schedule of rates issued by Chief Engineer, National Highway was used, whereas for CRF/E&I and other centerally funded works the schedule of rates issued by Engineer-in-Chief, Public Works Department, Madhya Pradesh was used. It has been decided that the unified SOR may be issued by the Engineer-in-Chief to bring uniformity in the estimates submitted to the Govt. of India. This SOR shall be applicable for maintenance and construction of roads, culverts and bridges. A common schedule for the entire Madhya Pradesh is issued to facilitate easy preparation of estimates and their sanction and execution from the Government of India. Some of the items included in the SOR issued by the E-in-C, PWD/C.E. National Highway were not based on the Standard Data Book issued by the MORT&H. The Ministry has been insisting that the estimate should be framed on the basis of the SOR based on the Standard Data Book. Hence the present SOR has been framed and will be applicable for all the National Highway Works, CRF, E&I and all other centrally funded works w.e.f. 22/06/2009. Ministry of Road Transport and Highways have revised the specification of road & bridge works in August 2001 (IVth Revision). "Standard Data Book for Analysis of Rates" of Ministry of Road Transport & Highway, has also been published by Indian Road Congress recently. These specifications and SOR based on Standard Data Book are being adopted generally by all the States of India and hence the New S.O.R. has been prepared keeping in view the specifications of Road and Bridge works IVth Revision and on the basis of the Standard Data Book of MORT&H. This S.O.R. has been prepared on the basis of the "Standard Data Book for Analysis of Rates" of Ministry of Road Transport & Highway, published by Indian Road Congress recently. Few of the Items which do not find place in the Standard Data Book for Analysis of Rates have also been included in the new S.O.R. as these are required and provided in the old S.O.R. Some items have been modified in their nomenclature as per requirements. The description of the items is kept according to Ministry of Surface Transport & Highway (Roads Wing), Government of India, "Specifications for Road and Bridge works" (IVth Revision) published by the IRC. Standard Tables given in the specifications are annexed with the S.O.R., so as to facilitate easy reference to the specifications during execution. List of the IRC Publications available for Sale is also Annexed with the S.O.R. 2 3 4 5 6 7 1 8 I would like to commend Shri V.K. Bhugaonkar, Chief Engineer, (Planning), Shri Narendra Kumar, Chief Engineer, National Highway Zone, Shri R.K. Dubey & Shri Mahendra Shrivastava, Superintending Engineer, Shri Ajay Joshi, Shri Ajit Ambare & Shri K.P.S. Rana, Executive Engineer, Shri Kishan Verma, Assistant Engineer who have contributed considerably towards bringing out this schedule of rates into effect. I would also like to commend Shri Rajiv Kuruvilla who have helped a lot in bringing out this schedule of rates. Suggestions, if any, towards further improvement to this Schedule of Rates for Road and Bridge works will be highly welcomed. This SOR is also available on the Departmental web site www.mp.gov.in/pwdmp which can be downloaded free of cost. Sd/(ER.SHAILENDRA SHUKLA) ENGINEER-IN-CHIEF, M.P. P.W.D. BHOPAL 9 10 2 The rates are to be considered as the full inclusive rate for the finished work covering all labour.E. lease.21253/. 3) 4) 5) 6) 7) 8) 9) The rates do not include the work of boring and trial pits. "Clause" would refer to clauses of the specifications referred to in note (a) above. These items should be incorporated in estimate only after site inspection by the S.E.25080/. The rates include all cleaning operations. Manual means for certain items have also been provided which can be used for areas inaccessible to machines and for small jobs. (b) (c) (d) 2) The rates have been analysed using mechanical means. machinery and equipment required to complete the work unless specified otherwise. In the absence of any stipulation to the contrary. 15 days before commencing construction. (i) (ii) The rates include making arrangement of traffic as per clause No. Mode of measurements shall be as per provisions contained in the relevant clauses of the specifications unless specified otherwise.GENERAL NOTES ROAD WORKS 1) (a) "Specifications" would refer to the "Specifications for road and bridge works" (4th Revision) published by the Indian roads Congress August'2001. The rates also include provision of coir rope being used for premix carpet and surface dressings for providing supports to edges.60 P.40 Rs.M. where directed. . of the circle by the E.B. equipment.per tonne . .M. "Engineer-in-charge" would refer to the Executive Engineer of the division for the time being. plant. royalties.per tonne Rs. The rates of all items include element of setting out and carrying out the work in narrow or part width of road.R. Record of levels taken before construction must be sent to the S.per tonne Rs. on behalf of the Government of India.28500/. The rates include the element of hire and running charges of all types of plant.23000/. rent. temporary work.112 except for initial treatment to verge.B. and after getting written permission from the S. overhead charges and profit. Royalty. octroiduty and all other taxes are included in the rates.27496/. which are to be measured and paid separately. shoulders and construction of diversion.24147/.per tonne Rs. unless specified otherwise. material. wastage. "Table" would refer to the table of the aforesaid specifications. Ministry of Road Transport & Highway (Roads Wing).E.per tonne Rs.per tonne Rs. The rates considered for bitumen and emulsion are : (i) (i) (ii) (iii) (iv) (v) Bitumen (80/100 Grade) VG-10 Bitumen (60/70 Grade) VG-30 Bitumen emulsion Bitumen (cut back) C.E. unit rates for different items of works are for completing the works to the specifications I/c full compensation for all operations detailed in the relevant sections of the specifications under "Rates". Actual consumption of materials like bitumen. I] The rates for Bitumen/emulsion/steel/cement may be worked out at the NOTE: time of preparation of the estimates by taking the ex-factory/ex-depot price. cess etc.each for the drum of bitumen emulsion respectively if these materials are supplied departmentaly. III] Cost of drums would be charged extra in case of supply of bitumen in packed drums at Rs. 12) . -----do-----It will not be obligatory on the part of the Engineer-in-charge to provide any assistance in obtaining lease/permits for extraction of minor minerals.The above rates are exfactory i/c all taxes. One test per 500 Cum. The contractor will not be entitled to any excuse whatsoever on account of any delays in obtaining minor minerals to be used on the work.B. II] Only 60/70 grade bitumen will be used in all works but if in exceptional circumstances 80/100 grade bitumen is required to be used. To stave off disputes the following frequencies are specified :(a) Deleterious material. of the concerned Zone should be obtained.E.D.R. Frequency of such tests to be carried out must not be less than the prescribed frequencies. (b) C. for which a reduction in the rate of the 60/70 and 80/100 Gr. Before making any payment it will be the responsibility of the officer making payment to ensure that all tests as per prescribed frequencies have been carried out. bitumen will be made on the theoritical consumption of the quantity of bitumen. 10) The rates also include the element of testing of samples of various materials brought by the contractor for use on the work as well as other tests for items of work as stipulated in the specifications as per clause 903 and its sub-clauses of specifications for road and bridge works of MORT&H (4th revision).300/. Register (Original) shall have to be submitted alongwith the final bill. cement and steel be worked out in each running bill before making payment. or part thereof. prior permission of C. Copies from Registers containing records of tests shall have to be presented alongwith running account bills.100/. P. IV] The use of PMB-40/NRMB/CRMB will be taken in the estimate after written permission of Chief Engineer. (inclusive of all taxes) from the nearest refinary/depot and difference in rates may be added to/substracted from the basic rates in the SOR as the case may be.each and Rs.W. Tender premium shall also be accounted for. Tests shall have to be conducted for the contractor's material by his Engineers under the supervision of the Engineer-in-charge or his authorised representatives. 11) The section 900 of the specification mentions "as required" against some of the tests. O. only crushed stone shall be used. Metal to be used for all bituminous courses and cement concrete shall be crushed in mechanical crushers. transport and stack the mineral aggregates for use in pavement courses. granular materials and binding materials etc. No extras on account of any voids or bulkages etc. quantities of aggregates. and height 0. screenings. erosion control and drainage" For WBM Grade-I and Grade-II broken stone can be used. back filling shall be paid separately as per Chapter-3 "Earth work. justification of such reduction. base courses. at each place and all lifts. through a D.13) For comprehensive items. the weights of the container of any material shall be ignored. ever 14) 15) 16) 17) 18) 19) The surface regularity of the completed sub-grade. a) b) Rates payable for any work to be done departmentally on work order/piece work may either be at-par or below rates in this SOR. supported by an analysis i.5. Rates of items would apply for work order/piece work system also.e. If any work is found to be sub-standard. letter to the Superintending Engineer concerned. for WBM Grade-III. Failure to rectify the same will call for similar action as provided for in note 14 above. Rates for transportation in Chapter No. sub-base.. specifications clause 902 shall apply. indicated in the specifications are loose.5 M. ii) Stacking at suitable places as directed by the Engineer-in-charge. then the Engineer-in-charge shall submit proposals for the same. Where it is proposed only to supply. top width 0. The use of vibratory roller is essential for all the items where compaction/consolidation is to be done with rollers unless specified otherwise. The approved analysis along with orders of the Superintending Engineer should be appended to the final bill of the contractor. but the Engineer-in-charge is of the opinion that the same can be accepted at a reduced rate. the quantities indicated in the specifications shall be supplied but payment for the same shall be regulated on the basis of volumes to be computed after deductions specified in clause 514. The length should be as long as conveniently possible. 1 of "Carriage of Material" include :i) Loading and unloading into transport vehicle with incidental leads upto 100 M.5 M. For checking. widening of surfaces and bituminous courses in the longitudinal and transverse directions shall be within the tolerances indicated in the table 900-1 of the specifications. will be paid separately. 20) 21) 22) a) . The stacking will have to be in a trapezoidal section having base 1. The work of shoulders must preceed the work of sub-base and base courses and succeed the bituminous courses and cement concrete pavement. to obtain his approval expeditiously (ordinarily within 15 days).5 M. For construction of reinforced earth retaining wall. The actual quantities of materials shall be as per job mix formula for bituminous works. it shall be presumed that the following quantities of rubble and coarse aggregates would be available for re-use and issued to the contractor at the rate indicated against each :a) b) Rubble :.B. then a deduction at the rate of 45% shall be made from the stacked quantity of aggregates.C. In case of any contradiction in the provisions of the specifications and this schedule of rates. However. prior to their use on work. shall be used for conversion into coarse aggregates or for other constructions and shall be issued to the contractor at Rs.1 Cubic meter of rubble for every cubic meter of excavated boulder soling @Rs. No separate payment shall be made for stacking and payment for these items shall be regulated as per SOR items. plate compactors shall be used for compaction to achieve the desired density. For items of BUSG. Lime will not be used as filler.115 per cubic meter of soling. Codes shall be followed. Coarse Aggregate :. To compute the volumes of rock excavation size of the stacks should be as large as convenient. the aggregates shall be stacked at site. (Excavated WBM should be screened to segregate metal from moorum before re-use).R.4 cubic meter unless other wise specified. the provisions of the later would take precedence.10 Cubic meter for every cubic meter of excavated WBM @ Rs. Bitumen & modified bitumen shall be obtained from reputed oil refinaries and emulsion should be ISI marked only.E. For narrow and restricted areas. if the excavated rock is utilised by conversion into aggregtes also. Wherever an existing boulder soling or WBM pavement is required to be excavated. surface dressing and seal coat type-A. Rubble available from excavation of hard rock.23) The measurements of rock excavation are to be done as per clause 301. Where laying of open graded premix carpet (OGPC) or seal coat Type-B with machanical mixing is not feasible. But this item can be used only with prior approval of C. The pavement camber or cross fall shall be provided as per provisions of IRC-73-1980.1.8.100 per cubic meter of rock excavated. measured and recorded in M. 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) . use of Mixers are a MUST for open graded premix carpet or seal coat Type 'B' using bitumen/emulsion. Latest I. Only cement of required specifications at the rate of 2% by weight of total aggregate will be used as filler for bituminous work wherever filler is to be provided.120 per cubic meter of excavated WBM. base and surface courses the approximate loose quantities required will be 1. 24) 25) 26) For each compacted cubic meter of items of bituminous. Dismantling of utilities will be done under the supervision of concerned departments with prior information to the users. 37) Reflective sign board should not be installed on M. Rates of site clearance include jungle clearance levelling and dressing.W. All wood obtained from the tree shall be property of the government and shall be deposited at P. 38) 39) 40) . and on any other road having traffic intensity less than 450 commercial vehicles per day without prior approval of the Chief Engineer in writing.D. store as per direction of Engineer-in-Charge. The girth of trees shall be measured at 1.D.R.00 Metre (One Metre) above ground level. W. for that foundation work. shall be termed as super structure of the bridge part. Having total length less than 6 M. DEFINITIONS Major Bridge : Medium Bridge : Culverts : : Having total length between abutments at cap level 60 M. CONCRETE : The mixing of the concrete. which ever is higher. railing. expansion joints. but above the ground level or L. the average of these two levels will be the L. Complete RCC box section will also be considered as sub-structure. just before starting the particular foundation and within a reasonable time at the close of that foundation work. including kerbs. and above. slabs etc. In case of major bridges such records will be taken by the Executive Engineer. The maximum and minimum water levels should be recorded by the Assistant Engineer. Codes. Having total length between faces of abutments at cap level. codes of practice for Road/Bridges issued upto the date of receipt of tender. Low water level shall be the average water level met with at the time of doing the foundation work. The materials of construction shall be governed as per relevant I. placing in compaction shall be done as per clause 1708 and 1709 of the Specifications of Road and Bridge Works. SUB-STRUCTURE The part of the bridge structure below the a)Soffit level of the deck slab/beams and or b)Springing level for arch spans. 6 M. 2) : 3) : 4) a) b) c) 5) i) SPECIFICATIONS : The specifications of works shall be carried out as per 4th revision of "Specifications for Road and Bridge works" (Ministry of Road Transport & Highway) .R.S. SUPER-STRUCTURE The work above (a)Soffit level for deck slabs/beams and (b)Springing level for arch span.C. MORT&H.L. and above but less than 60 M.L. ii) iii) 6) a) .W.subject to such changes as are incorporated in the wording of the items and notes below. transportation. whichever is higher but not above soffit level shall be termed as foundation work. beams. shall be taken as sub structure of the bridge part.BRIDGE WORKS GENERAL NOTES 1) i) ii) FOUNDATION : All works below ground level or low water level. In the matters of interpretation in respect of any provision contained in the documents referred in para (i) to (ii) the decision of the concerned Chief Engineer shall be final. The work will be governed by the design considerations and specifications contained in I. b) For production of concrete i) for overall bridge length of less than 200m. transportation and compaction of conctrete shall be as per clause 1707 of the Specifications for Road and Bridge works. Light touching up and rubbing the uneven surfaces by carborandum stone shall be done within the specified rates. The rates of concreting items include the cost of form work and centering. such as concreting under water where. with a minimum size of 200 liters. ii) For overall bridge length of 200m or more . All concrete shall be compacted to produce dense and homogeneous mass with the assistance of vibrators unless otherwise permitted by the Engineer-in-Charge for exceptional cases. size. vibrators can not be used. MORT&H. . Finishing of concrete by plastering the surface shall not be done without obtaining written permission from the Executive Engineer.concrete batching and mixing plant fully automatic with minimum capacity of 15 cu. The size and quality of aggregate. quality of coarse aggregates shall be strictly according to the specifications for Road and Bridge works" (Ministry of Road Transport & Highway) 4th Revision and respective IRC Codes. for plain concrete or R. work should be as given in "Specification for Road and Bridge works" of MORT&H (4th Revision).m. A mix leaner than M-15 may be used for non structural parts of the Bridge as specified in Approved design/drawing.C. No extra for plastering shall be payable. Super plasticizer admixtures should be used for the concrete work to improve the workability with reduced water cement ratio and shall be provided as per clause 1705 of specifications. d) e) f) g) h) i) j) k) l) 7) ii) iii) . MORT&H. Steel used as reinforcement steel shall be measured as per clause 1608 of Specifications of Road and Bridge works. The rates of both ordinary and controlled concrete of any mix include the cost of preparing and testing concrete cubes as per specifications laid down. per hour. automatic water measuring system and integral weigher (hydraulic/pneumatic type). The grading. c) Equipment used for the production.C. STEEL : TMT Steel confirming to IS-1786 can be used in place of Tor Steel. mixing etc. Concrete poured under water shall be provided with 10% additional cement as per "Specifications for Roads & Bridges works" Ministry of Road Transport & Highway (4th Revision).batch type concrete mixer diesel or electric operated. e) High Tensile Steel Rs. ii) 9) i) ii) iii) iv) 10) i) ii) iii) Materials. precast (M-15 Concrete) shall be used.T. MASONRY WORK : All the stone masonry work shall be strictly as per detailed specifications given in "Specification for Road & Bridge works" of MORT&H (4th Revision). are inclusive of all lead.R.O.I.R.T.. with place of delivery and their issue rates.Per M. Cast-in-situ concrete headers are not permitted.T. casting plat forms. the central portion of stone masonry (Hearting) shall be done with uncoursed randum rubble masonry.Per M.T. bed blocks etc. lift and transportation of material except otherwise specified in the item. are as follows :a) Cement Rs. b) HYSD Bars Rs.Per M. Masonry will be limited to 1/2 meter width on either faces and the balance will be paid as uncoursed Randum Rubble Masonry. d) Structural Steel Rs. Cost of Transportation of all materials from the place of delivery upto site of work is included in the rates of the item of this Schedule of Rates. Masonry first sort shall be used unless otherwise provided in the approved drawing.36000/.R. Generally for all stone masonry subjected to exposure of water flow (e.e.70000/. In place of stone headers. c) Mild Steel Bars Rs. No extra on this account is payable unless otherwise specifically mentioned in any particular item.5200/. piers.8) i) CEMENT : If the cement is brought by the contractor. BASIC RATES OF MATERIALS The basic rates at site for important materials considered in this S. . cement godowns. The theoritical consumption of cement shall be worked out at regular interval and shall be verified with actual cement brought to the site The theoritical consumption of cement should be worked out after including all contingent works I. as may be required to be issued to the contractor by department shall be specified in the N. abutments.O.R.32000/.g. but shall not include items. 11) : LEAD AND LIFTS The rates in all items of this S. which are necessary for the work in the opinion of Engineer-in-Charge and have actually been constructed. Payment for the C. which are executed for setting right the imperfections in work.T. returns etc. the contractor shall be responsible for ensuring the quality of cement and would be bound to conduct any of all tests at his cost for ensuring its quality as per directions of the Engineer-in-Charge.) C. In case where width of stone masonry is more than one meter.Per M.32000/.Per M.T. The rates do not include the work of trial pits. Railing and R. MODE OF MEASUREMENTS : The mode of measurements shall be as per provisions contained in the relevant clauses of the specifications unless specified otherwise. e. The measurement of rock excavation are to be done as per clause specified in the Book "Specification of Road and Bridge works" of MORT&H. No extra on this account shall be payable. red lights. The specifications mentioned under section 2900 shall also be applicable to items of Hume Pipe Culverts in addition to those given in the items.R. The rate includes the element of hire & operational charges of all types of plants. machinery and equipment required to complete the work unless specified otherwise.100/. Octroi duty and all other taxes are included in the rates. for traffic control. wearing coat shall also be recorded in M.12) : 13) : ROYALTY AND OTHER TAXES Royalty. However the payment shall be regulated as per the item and rates given in the S. provision of caution boards.C.B.g.C. The contractor is bound to install at the site of work a test laboratory capable of conducting all specified field tests as per direction of Engineer-in-Charge and the specified tests of material would be conducted in the presence of department's supervisory staff.C. All serviceable rock excavated shall be issued to the contractor at the rate of Rs.C. which are to be measured and paid separately. approach slab. Detailed measurements for steel and concrete for items of R. DISMANTLING The rates include the complete cost of dismantling and shifting away the dismentled material to place at site of work as directed by Engineer-in-Charge and also the rates include the serviceable dismentled material to be properly stacked at river bank at a location directed by the Engineer-in-Charge.C.O.C. 14) 15) 16) 17) 18) 19) 20) 21) . R. watchmen flags and flagmen but do not include construction of temporary diversion.per Cum. Rates include provisions of necessary precautionary devices and other arrangements etc. multiplied 1) by the depth below average ground level at the location of foundation. Projection of R. and other materials and accessories. the cubic content of well shall be measured by the portion contained in outer diameter of well steining.C. the rates of concreting in all types of foundation include also the cost of form work. 3) 4) 5) 6) 7) . The concrete mix used in bottom plug of wells shall have a minimum cement content of 330 kg/cum. kerb and steining.C. lift and transportation shall be payable. the permissible tilt and shift in well in its final position shall be as per IRC-78-1983. No extra over these rates are payable for sinking of well. if any shall not be measured. if required to be done for laying the cutting edge. The rates also include the cost of diversion of channel.L. cost of P. No extra for stacking lead. staging etc. The rates include the cost of rectification of tilt and shift in excess of permissible limit. The rates include the extra quantity of excavation required for providing the excavation in steps or slope as per direction of Engineer-in-Charge. making of island. Back filling upto original bed level shall be done as per clause 304.3.O. No extra shall be payable on this account. kerb. For the purpose of the computation of the volume in well sinking.CHAPTER WISE NOTES CHAPTER . plant. complete.12 FOUNDATION NOTES :The excavation shall be paid as per the area of foundation concrete block. 2) Excavated hard rock shall be stacked at suitable places at the bank as directed by Engineer-in-Charge.7 of "Specification for Road and Bridges". The rates of well sinking include the charges of labour. No deduction for the recess or for pipes due to weep holes shall be made in the measurement of stone/brick masonary. For hume pipe culverts. will see that the pipe are strictly as per specifications and IS Codes. 2) 3) 4) 5) 6) 7) . Pipes for weep holes is permitted only in PCC/RCC/Brick masonary sub-structure. The bearings should be procured only from those manufactures who have not been disqualified by MORT&H.5mm from the straight edge placed in any direction across the area. In stone masonry inbuilt weep holes of size 80mm x 150mm shall be constructed and no extra for this work is payable. procurement. if required greasing while storing and at the time of fixing etc.C. hume pipes must be procured through MP LUN and pipes shall be ISI marked or DGS&D certified only and a certificate should invariably be produced to the satisfaction of Engineer-in-Charge before getting the pipes fixed at site. The use of A. PCC and RCC. all complete.E. The rates of concreting in all items include the cost of form work and staging.13 SUB-STRUCTURE NOTES :1) The rates of bearing are inclusive of the charges required for testing of bearing. transport. Only finished weight of bearings as brought to the site and fixed in position shall be taken into account for measurement. E.CHAPTER . For elastomeric bearing pads the concrete surface shall be levelled such that the variation is not more than 1. The payment of railing includes the construction of required intermediate posts and end posts. The rates of wearing coat is inclusive of reinforcement provided. anchored to the pier/pier-cap. No extra for form work shall be payable. The thickness of steel plate shall not be less than 3 mm. wide and shall be filled with premoulded joint filler. centering staging etc. be measured from the outer edges of end posts. 2) For super structure only steel form work will be accepted. The length of railing for payment purposes on each side separately. No deduction in the rate of concrete would be done nor any extra would be paid in case the launching is resorted to. The contractor shall remove all bolts. labour involved in stressing operations.CHAPTER ..T. anchorages and ducts or sheathing etc. 3) 4) 5) 6) 7) 8) . No extra for centering shall be payable.14 SUPER STRUCTURE NOTES :1) The rates of concreting include the cost of form work. New type expansion joints may be obtained from prequalified suppliers by MORT&H and the firm will have to give warranty of 10 years of trouble free performance. anchors protruding beyond the pier/pier-cap after removal of centering. Centering made up of steel trusses below soffit shall not be supported in recess made in sub-structure. Contractor shall have the option to adopt launching of super-structure but in such cases prior permission of the department be obtained by getting launching arrangement initially approved. construction joints between panels and the form work at the panels. Construction joints in panel shall be 10 mm. The form work shall be adequately stiffened by brackets and angles not more than 15 cm. Filling of expansion joints between span over piers/abutment or at articulation is not included in the rate. apart in such a manner that it is free from distoration during handling and vibration of concrete. complete including grouting. The rate of prestressing of H. complete. The contractor may provide steel trusses supported on suitably designed bracket. steel is complete rate including hire and running expenses of plant and machinaries. Providing safe centering shall be solely contractor's responsibility. loading with front end loader.5mm standard size crushed stone 22. precoated with 1% of its weight with bitumen as per clause 514 work site.4 mm size 13. tonne Cost of Haulage Excluding Loading and Unloading Surfaced Road tonne. tonne. In case of suitable binding material having a P.7 70.4 (i) (ii) (iii) 1. 75mm standard size broken stone 63mm standard size broken stone 45mm standard size broken stone 45mm standard size crushed stone 26. Value less than 6 confirming to clause 404.I. to bring it within the above range.00 198.Item No.7.00 Note : 1. Supply and stacking of aggregates.4mm standard size crushed stone 13. A factor of safety of 2 should be applied to the results of laboratory to decide the percentage of lime to be added.00 634. Crusher stone dust (clause 507.40 277.3 1.km Unsurfaced Gravelled Road tonne. Value of less than 6 is not available within reasonable distances.00 555.00 555.00 85.00 475. Descriptions Unit Rate CHAPTER-1 CARRIAGE OF MATERIALS (Volume to be computed as per provisions in clause 514) Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum/ earth/ surkhi/ stone dust/ hotmix asphalt material/ tar/ paint/ bitumen. cum (Placing tipper at loading point.2mm standard size crushed stone 11.00 159.00 555.2 mm size 11.6 i) ii) iii) 1. Supply of binding material at road site having P.00 780.km Katcha Track and Track in river bed / nallah bed and choe bed. Not exceeding 6.km Supply of mineral aggregate like broken stone/crushed stone (crushed in mechanical crusher) as per clause 514 at road site including all lead and stacking etc.2.00 475.1 1. complete.I.7 mm size cum cum cum cum cum cum cum cum cum cum cum cum cum 1.00 198. excluding time for haulage and return trip) Loading and Unloading of Boulders by Manual Means cum Loading and Unloading of Cement or Steel by Manual Means and stacking. The contractor (at his own cost) may add an admixture of lime to lower down the P.00 316.8 i) ii) iii) iv) cum cum cum cum 746. dumping.70 5.00 610.20 2.00 .00 396.00 2.2 1.00 348. turning for return trip.5 i) ii) iii) iv) v) vi) vii) viii) ix) 1.00 159.2.00 65.I.2mm standard size crushed stone 6.3) Sand/Shingle/Kanker/Laterite Moorum with CBR not less than 20 and P.7mm standard size crushed stone Supply as per clause 514 including all lead and stacking etc. complete. 22.I.2 mm size 6. 00 6.00 152.00 205. cum Rubble Stone Masonry in mud mortar. steel work. tonne Extra over item No( V ) A and( V ) B for cutting rivets. cement concrete. saplings and trees girth up to 300 mm.00 126.00 2. bushes.Item No.00 152.00 728. Branches and Removal (Cutting of trees. roots.00 221.00 303. retaining walls and other structure comprising of masonry. stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. shrubs.00 713. sorting the dismantled material.00 178. tonne 19944. cum Dismantling boulders laid in wire crates including opening of crates and cum stacking dismantled materials.2 A B 2.00 116.) Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm Girth from 900 mm to 1800 mm Girth above 1800 mm Clearing and Grubbing Road Land . Wood work wrought framed and fixed in frames of trusses upto a height of 5 m cum above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet.) each each each each 112.00 26820.00 502.00 137.00 126. Including dismembering tonne Excluding dismembering. wood work.00 398. including T&P and scaffolding wherever necessary. Descriptions Unit Rate CHAPTER-2 SITE CLEARANCE 2. including Cutting of Trunks.00 126.00 . grass. disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement Concrete Lime Concrete.00 110. bridges. including cutting of trunks. (Clearing and grubbing road land including uprooting rank vegetation.00 121. cement concrete grade M-10 and below cum Cement Concrete Grade M-15 & M-20 cum Prestressed / Reinforced cement concrete grade M-20 & above cum Dismantling Brick / Tile work In lime mortar cum In cement mortar cum In mud mortar cum Dry brick pitching or brick soling cum Dismantling Stone Masonry Rubble stone masonry in lime mortar cum Rubble stone masonry in cement mortar. cum Dry rubble masonry cum Dismantling stone pitching/ dry stone spalls.00 516.1 (i) (ii) (iii) (iv) Cutting of Trees. branches and removal of stumps. removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.3 (i) A B C (ii) A B C D (iii) A B C D E F (iv) (v) A B C In area of light jungle hectare In area of thorny jungle hectare Dismantling of Structures (Dismantling of existing structures like culverts.00 116. 00 2.8 metre metre metre 37.00 metre metre metre 68.00 20.00 2. stacking serviceable material and unserviceable material separately. back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres. stacking serviceable and unserviceable materials separately) By Manual Means Bituminous courses Granular courses By Mechanical Means Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools. stacking serviceable materials and unserviceable materials separately.00 9.) 5th KM stone Ordinary KM Stone Hectometre Stone Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts.7 2. ) Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department) Unit 1000 numbers 1000 numbers cum cum sqm Rate 457. breaking to pieces not exceeding 0.4 I A B II A Descriptions Scraping of bricks dismantled from brick work including stacking.00 39.10 each each each metre 174.9 A B C 2.00 2. (vi) A B (vii) A B (viii) (ix) A B C 2. Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres.00 163.00 .00 6.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres.00 157.00 13.00 2. foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.00 184.00 cum cum cum 326.00 100. foundation concrete.11 metre 60.) Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth.00 23.00 92.6 2. stacking serviceable and unserviceable materials separately) Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres.00 175.00 244.5 cum 964. In lime/Cement mortar In mud mortar Scraping of Stone from dismantled stone masonry In cement and lime mortar In Mud mortar Scarping plaster in lime or cement mortar from brick/ stone masonry Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.Item No. 00 2.Item No.12 metre 75.13 each 81.) Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department. disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) Unit Rate 2. Descriptions Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.00 . 12 cum 130.00 3. blasting and breaking. loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.10 sqm 12.2 cum 101.) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads.00 3.5 cum 52. trimming bottom and side slopes in accordance with requirements of lines.) Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock.6 cum 278.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres.1 Excavation in Soil by Manual Means(Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. in accordance with requirements of lines.00 3.9 cum bucket capacity including cutting and loading in tippers.8 cum 45. loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0. trimming bottom and side slopes.00 3. trimming of bottom and side slopes in accordance with requirements of lines. ) Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. trimming of bottom and side slopes in accordance with requirements of lines.00 3.00 3. grades and cross sections.11 sqm 3.00 3.) Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling.4 cum 39.00 3.3 cum 156. Descriptions Unit Rate CHAPTER-3 EARTH WORK. grades and cross sections. loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) Excavation in ordinary rock by Manual Means (Excavation in ordinary rock including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling.) Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation. loading in tippers and disposal within all lifts and lead upto 1000 metres. spreading.00 3.00 3. grades and cross sections.) Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. EROSION CONTROL AND DRAINAGE 3.9 cum bucket capacity including cutting and loading in tippers.7 cum 162. trimming bottom and side slopes in accordance with requirements of lines. grades and cross sections. blasting and breaking. (Excavation for roadway in ordinary rock with hydraulic excavator of 0. trimming of bottom and side slopes in accordance with requirements of lines. transporting to site. and transporting to the embankment location within all lifts and lead upto 1000m) Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. grades and cross sections.00 3. (Excavation for roadwork in soil with hydraulic excavator of0. grading to required slope and compacting to meet requirement of table 300-2) cum 73.00 .9 cum 40. grades and cross sections. transporting to embankment site within all lifts and lead upto 1000 m.Item No. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 . Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)) Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC.00 3.00 3.18 cum 34. levels and dimensions to the metre requirement of clause 301 and 309.) metre 60.00 3.15 3. all as specified in IRC: SP: 58-2001 and as per approved plans. all complete as per clause 313) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting.00 287. grading to required slope and compacted to meet requirement of table No. cum transporting to site. grades.00 3.40 sqm in soil to specified lines.21 cum 198. perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe.22 cum 102.00 26. excavated material to be utilised in roadway ) Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls.00 3. by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.Item No.00 .14 3.16 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cum cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads.00 159.13 3. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting. rolled with vibratory road roller. Descriptions Unit Rate 3.2001 obtained from coal or lignite burning thermal power stations as waste material.17 84. cross section of excavation 450 x 550 mm. blinding top layer with granular material.20 cum 137. spreading.) Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. with 150 mm bedding below the pipe and 300 mm cushion above the pipe. 300-2) Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4.00 3.19 cum 91. closely jointed. spread and compacted in layer of 200mm thickness each at OMC. Excavated material to be utilised in roadway at site ) Aggregate Sub. 00 526.00 969. BASES ( NON.00 469.II Material for grading-III Material Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface.00 470. complete as per clause 401) for grading. and compacting with vibratory roller to achieve the desired density.BITUMINOUS) AND SHOULDERS 4. grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.I Material for grading. spreading in uniform layers with motor grader on prepared surface.4 cum 445. and compacting with vibratory roller to achieve the desired density. complete as per clause 401 ) (i) (ii) (iii) B (i) (ii) (iii) for grading.400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material. mixing by mix in place method with rotavator at OMC. spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density.4in Sub base/ Base (Providing. complete as per clause 401) for grading. pulverising. mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO.I Material for grading. laying and spreading soil on a prepared sub grade.1 Granular Sub-base with Close Graded Material (Table:.Item No.00 345. adding the designed quantity of cement to the spread soil. laying and spreading soil on a prepared sub grade. pulverising.5 cum 612. laying and spreading Material on a prepared sub grade.00 4.00 . grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade) By Mechanical Means By Manual Means Lime Treated Soil for Sub.I Material for grading.II Material for grading-III Material Granular Sub-Base with Coarse Graded Material ( Table:.00 4.2 and table 400.6 (i) (ii) cum cum 978. adding the designed quantity of cement to the spread Material.) Cement Treated Crushed Rock or combination as per clause 403.00 868.00 535.00 4. mixing by mix in place method with rotavator at OMC. pulverising.) For Sub-Base course For Base course cum cum cum 860. grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base. spreading in uniform layers with motor grader on prepared surface.2 (i) (ii) (iii) cum cum cum 521.00 869.II Material for grading-III Material By Mix in Place Method (Construction of granular sub-base by providing close graded material.400. mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO.00 4. mixing in a mechanical mix plant at OMC. Descriptions Unit Rate CHAPTER-4 SUB-BASES.00 A cum cum cum 461.Base (Providing.00 4.) Cement Treated Soil Sub Base/ Base (Providing. grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.2) (Construction of granular sub-base by providing coarse graded material. mixing in place with rotavator. mixing in place with rotavator.3 A B cum cum 366. carriage of mixed Material to work site. rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber.2mm Agg.2mm Agg. applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate.00 .2mm Agg. spreading of key aggregates at the rate of 0.2mm Agg.00 812.11 cum 1094. laying in uniform layers with paver in sub.10 sqm 14.Item No.78 691.) Using Screening Type-B (11.2mm Agg. hand packing.00 4. laying.I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13. spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site. spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness.00 727.7 a) b) sqm sqm 2.00 870.2mm Agg.III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11. 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead) 25mm deep furrow cutting 50mm deep furrow cutting Water Bound Macadam (Providing.) Unit Rate 4.00 3.base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. constructed as WBM to clause 404 except the use of screening or binding Material. laying and compacting the same as sub base/ base course.) Grading.) By Mechanical Means: Grading.) By Manual Means Grading. Descriptions Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km.) Grading.I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.00 784.00 4..8 A (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b) B (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b) cum cum cum cum cum cum cum 690.00 829.00 733.00 750.00 791.) Using Screening Type-B (11.00 4.II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.) Grading.00 768.) Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor.3. laying.8) Wet Mix Macadam (Providing.) Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.2mm Agg.00 cum cum cum cum cum cum cum 649.9 cum 131.III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11. watering and compacting to the required density.2mm Agg.00 770.) Grading. 25mm deep.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.00 742.II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.00 4. slaked at site or pre-slaked with CaO content not less than 50%. Unit Rate 4. Fly ash stabalised soil sub-base (Construction of Sub-base using lime .17 IRC: 88-1984. Descriptions Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures. ) sqm 394.14 cum 149.00 739.00 . Hard Shoulders Rate as applicable for sub-base and or base may be adopted as per approved design.00 4.00 cum cum cum cum 705. spreading and mixing with a motor grader.. Paved shoulders The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders. over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. all as specified in IRC: 88-1984.5kg/sq.13 4.3 of 4. graded and compacted as per clause 407) Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits. the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7. lime + fly ash content ranging between 10 to 30%.12 cum 71.00 cum 441. fly ash to conform to gradation as per clause 4. depositing on a prepared surface by hauling vehicles.fly ash admixture with granular soil.) Crusher Run Macadam Base (Providing crushed stone aggregate.00 1034. 4. Earthen Shoulders The rate as applicable for sub-grade construction may be adopted.16 watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base) By Mix in Place Method A (i) For 53 mm maximum size (ii) For 45 mm maximum size By Mixing Plant : B (i) For 53 mm maximum size (ii) For 45 mm maximum size Lime. Earthen Shoulders) A. Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade 4.00 C. spread. free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime.00 669. cm and 25% respectively. B.Item No.15 M15. spread. sloped and compacted as per clause 407) Construction of Shoulders (A. Descriptions Unit Rate CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) 5.00 3984.00 5.00 10.6 and 501. vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 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. key stone chips spreader may be used with application of bituminous binder after each layer. @ 0. transported to site.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0. 507 complete in all respects.5% by weight of total mix of mix and filler.7 to achieve the desired compaction) Using 100-120 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control.00 285.00 5.5 sqm 162.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) @ 0. and with key aggregates placed on top of the second layer to serve as a Base conforming to the line.25 kg per sqm (normal bituminous surfaces) @ 0.00 11. @ 0.00 5. the compacted layer thickness being 75 mm) Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam using crushed aggregates of specified grading. premixed with bituminous binder @ 4.) sqm 19.00 cum cum 3988.6 .00 5. Bituminous Macadam (Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder. laying with a hydrostatic paver finisher with sensor control to the required grade.4 A B sqm sqm 214.) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503. level and alignment. grades and cross-section specified.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement.40 kg per sqm (Non-bituminous surfaces) granular base not primed.00 5. transporting the hot mix to work site.Item No. for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Using 40-60 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control.00 4327.0 to 4.3 a) (i) (ii) b) (i) (ii) cum cum 4331. rolling with smooth wheeled. for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction) 50 mm thick 75 mm thick Built-Up-Spray Grout (Providing. level and alignment and rolled as per clauses 501.00 13.2 (i) (ii) (iii) (iv) sqm sqm sqm sqm 8. laid over a previously prepared surface with paver finisher to the required grade.60 kg/sqm using mechanical means. transporting the hot mix to work site. rolling with smooth wheeled.Item No.00 6306.00 cum cum cum cum cum cum 5778.00 6305.00 cum cum cum cum cum cum 5274. 508 complete in all respects) Using 100-120 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control.22 5820.00 6448.00 5960.00 cum cum 5063. for Grading-I ( 50-65 mm thickness ) with 60/70 bitumen (VG-30) for Grading I ( 50-65 mm thickness ) with CRBM-60 for Grading I ( 50-65 mm thickness ) with PMB-40/NRMB for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) for Grading II ( 30-45 mm thickness ) with CRBM-60 for Grading II ( 30-45 mm thickness ) with PMB-40/NRMB Using 40-60 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control. transporting the hot mix to work site.00 5777.7 a) (i) (ii) (iii) (iv) (v) (vi) b) (i) (ii) (iii) (iv) (v) (vi) cum cum cum cum cum cum 5454. vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. laying with a hydrostatic paver finisher with sensor control to the required grade.8 a) (i) (ii) (iii) (iv) (v) (vi) a) (i) (ii) (iii) (iv) (v) (vi) cum cum cum cum cum cum 5962.00 5884.00 6450.Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading.00 5264. premixed with bituminous binder @ 5.00 5.00 6157.00 6123. vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.5 to 5 % of mix and filler. rolling with smooth wheeled. for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Semi . premixed with bituminous binder @ 4.00 6266. 509 complete in all respects) Using 100-120 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control. for Grading I ( 35-40 mm thickness )with 60/70 bitumen (VG-30) for Grading I ( 35-40 mm thickness ) with CRBM-60 for Grading I ( 35-40 mm thickness ) with PMB-40/NRMB for GradingII (25-30 mm thickness) with 60/70 bitumen (VG-30) for Grading II ( 25-30 mm thickness ) with CRBM-60 for Grading II ( 25-30 mm thickness ) with PMB-40/NRMB Using 40-60 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control. laying with a hydrostatic paver finisher with sensor control to the required grade.00 6264.00 5578. level and alignment.00 5084.4 to 5.00 5758.6 % of mix and filler.00 6121.00 6297.00 5977.00 . for Grading I (35-40 mm thickness )with 60/70 bitumen (VG-30) for Grading I (35-40 mm thickness ) with CRBM-60 for Grading I (35-40 mm thickness ) with PMB-40/NRMB for GradingII (25-30 mm thickness) with 60/70 bitumen (VG-30) for Grading II (25-30 mm thickness ) with CRBM-60 for Grading II (25-30 mm thickness ) with PMB-40/NRMB Bituminous Concrete (Providing and laying bituminous concrete using crushed aggregates of specified grading. a) (i) (ii) a) (i) (ii) Descriptions Using 100-120 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control. for Grading-I ( 50-65 mm thickness ) with 60/70 bitumen (VG-30) for Grading I ( 50-65 mm thickness ) with CRBM-60 for Grading I ( 50-65 mm thickness ) with PMB-40/NRMB for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) for Grading II ( 30-45 mm thickness ) with CRBM-60 for Grading II ( 30-45 mm thickness ) with PMB-40/NRMB Unit Rate cum cum 5243.00 6117.00 5640.00 5704.00 5. level and alignment. for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Using 40-60 TPH Batch mix Plant and Paver Finisher Hydraustatic with Sensor control. Item No.09 mm (Type-b) aggregates using penetration grade bitumen to the required line.11 a) b) c) 5.12 (i) (ii) sqm sqm sqm 110.00 5.II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.I : Type A Case . grade and level to serve as wearing course on a previously prepared base.graded premix surfacing of 20 mm thickness composed of 13. mixing of slurry seal in a suitable mobile plant.9 Case -1 Case .2 mm to 5.2 mm nominal size at the rate of 0.) Case . including mixing in a suitable plant. pressed into surface when the temperature of surfaces not less than 1000C.Graded Premix Surfacing (Providing.00 . and finishing to required level and grade.00 32. grade and level to serve as wearing course on a previously prepared base. laying and rolling with a Smooth wheeled roller 8-10 tonne capacity.2 mm to 0. laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11. Descriptions Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) 19 mm nominal chipping size 13 mm nominal size chipping Open . including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13. all complete as per clause 515. protruding 1 mm to 4 mm over mastic surface.00 5.II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.00 5.2 mm to 0. including mixing in a suitable plant.00 27.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions.00 120.00 117. laying and rolling with a smooth wheeled roller 8-10 tonne capacity. Case .6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line.13 Case .14 (i) (ii) (iii) sqm sqm sqm 40. laying and rolling of open .00 5. bituminous emulsion and water on a road surface including cleaning of surface. prepared by using mastic cooker and laid to required level and slope after cleaning the surface.00 44.) Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates. Providing. portland cement filler.) Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29. finished to required level and grades. ) with 60/70 butumen (VG-30) with CRMB-60 with PMB-50/NRMB Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels. laying and compacting to provide even riding surface) 5 mm thickness 3 mm thickness 1.5 mm thickness sqm sqm 39.7 mm size and penetration bitumen of suitable grade.I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .II sqm sqm 52.10 (i) (ii) sqm sqm 87.09 mm (Type-a) or 13.00 sqm 378.00 104. grade and cross fall using Type A and B seal coats) Unit Rate 5.00 17. including PCC as a integral part of it. level and thickness.4. sprayed at the rate of 11 kg per 10 sqm and spreading 11.17 Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface.) Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface. grade and level to serve as wearing course on a Cum.19 Providing. laying and rolling sand-asphalt base course composed of sand. mineral filler and bituminous binder on a prepared sub-grade or subbase to the lines.16 cum 5384.50 15.3.2 mm crushed stone aggregates @ 0.100 penetration and constructed to the requirement of clause 704.00 5. laying with paver finisher and rolling with a smooth wheeled roller 8-10 tonne capacity.2 mm to 5. sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. transporting and laying at site and compacting to the required grade.Item No.graded premix surfacing of 20 mm thickness composed of 13. using modified binder complying with clause 521. 20mm Open Graded Premix Carpet 75mm Built-up Spray Grout sqm 39.12 cum per 10 sqm. laying. grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity. sprayed at the rate of 15 kg per 10 sqm and spreading 11. to required line. geotextile conforming to (iv) requirements of clause 704. with crack width below 6 mm after cleaning with a mechanical broom. adding fresh material including rejuvenators as required. 4350.) Crack Prevention Courses Unit Rate 5.11 cum per 10 sqm with hydraulic chip spreader.12 cum per 10 sqm.) Sand Asphalt Base Course (Providing. finished to required level and grades excluding primer and tack coat and as per relevant clauses of section-500. previously prepared base.00 sqm 236.05 kg per sqm of paving grade bitumen 80 .00 sqm 64.6 mm aggregates using 60/70 grade bitumen.00 NOTE .18 i) ii) sqm sqm 12. levels.5) labour only for Laying and rolling of Bituminous coursesi/c primer and tack coat (excluding cost of bitumen & metal) with a smooth wheeled roller 8-10 tonne capacity i/c hire charges & running expenses. sprayed at the rate of 9 kg per 10 sqm and spreading 5. laid over a tack coat with 1.00 5. reclaiming excavated material to the extent of 30 % of the required quantity.IV : Bitumen Impregnated Geotextile (Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface. all as specified in clause 517. sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. using modified binder complying with clause (i) 521. laying and rolling of open .) Case . This item shall be executed only after prior approval of the C. including mixing in hot mix plant.00 5. with crack width above 9 mm and cracked area above 50 % after (iii) cleaning with a mechanical broom. mixing in a hot mix plant. planning the surface after cold milling. compacting and finishing.00 sqm 48.6 mm crushed stone aggregates @ 0.E. hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation. using modified binder complying with clause (ii) 521.2 mm crushed stone aggregates @ 0. sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.15 cum 4351.50 5. transporting. with crack width 6 to 9 mm after cleaning with a mechanical broom. finished to required level and grades and as per relevant clauses of section-500.) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface. Descriptions Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers. Type-B aggregate with 60/70 butumen This item shall be executed only after prior approval of the C. laying and rolling of close-graded premix surfacing / mixed seal surfacing material of 20 mm thickness composed of 13. laying and rolling with a Smooth wheeled roller 8-10 tonne capacity. and finishing to required level and grade and as per relevant clauses of section500.E.00 NOTE . grade and level to serve as wearing course on a previously prepared base. Unit Rate 5. 5500.2 mm to 0. including mixing in a suitable plant. to the required line.20 Cum. Descriptions Providing. including PCC as a integral part of it.Item No.09 mm (Type-b) aggregates using penetration grade bitumen. (Construction reinforced-reinforced.fly ash. (Construction of Base/sub-base using cement. separation membrane. compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve. transported to site. mixed in a batching and mixing plant as per approved mix design. plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum. joint filler. compacted and finished in a continuous operation including provision of contraction. expansion. laid with a paver with electronic sensor.2 cum 4782. aggregate cement ratio not to exceed 15:1. expansion. finishing to lines and grades as per drawing ) Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383. admixtures as approved. optimum moisture content to be determined during trial length construction. 6. admixtures as approved. tie rod. laid with a fixed form or slip form paver.3 cum 2418. sand. sealant primer. Descriptions Unit Rate CHAPTER-6 CEMENT CONCRETE PAVEMENTS Dry Lean Cement Concrete Sub. fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio. transported to site. dowel jointed.00 6. compacted and finished in a continuous operation including provision of contraction.6. joint sealant. coarse and fine aggregate conforming to IS 383. replacing cement by fly ash to the extent of 15% and sand by 10%. dowel jointed.5 cum 4778.3 of IRC: 74-1979. construction and longitudinal joints. joint filler. spread. mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7. sealant primer. mixing in batching plant at optimum moisture content. transported to site. dowel bar. maximum size of coarse aggregate not exceeding 25 mm. all as specified in IRC: 74-1979 and as per approved plans. maximum size of coarse aggregate not exceeding 25 mm. tie rod. debonding strip.) Cement Concrete Pavement (Construction of un-reinforced.Item No. coarse and fine aggregate conforming to IS 383. cured for 14 days. the size of coarse aggregate not exceeding 25 mm. transporting to site. mixed in a batching plant. construction joints properly formed at the end of day's work.00 6. cement content not to be less than 150 kg/ cum. aggregate cement ratio15:1 and minimum cement content of 200 kg/cum.4 cum 2026. concrete strength not to be less than 10 Mpa at 7 days. spread. aggregate gradation after blending to be as per table 600-1.6 RM 385. finishing to lines and grades as per drawing ) Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement. finishing and curing.Fly ash concrete pavement.00 6. construction and longitudinal joints.00 . finishing and curing. curing compound. dowel bar. mixed in a batching and mixing plant as per approved mix design. laying with a paver with electronic sensor.1 cum 2103.) Construction of Base/Sub-base of pavement with lean concrete . the size of coarse aggregate not exceeding 25 mm with minimum. joint sealant. debonding strip. separation membrane. aggregate gradation to be as per table 600-4 after blending. curing compound.00 6.base (Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383. plain cement concrete pavement over a prepared sub base with 43 grade cement. compacting with 8-10 tonnes vibratory roller. the designed flexural strength. laid with a fixed form or slip form paver.) Cement . slump and compressive strength as defined in the said table.00 6. 6. 145mm outer diameter / 123mm inner diameter 200mm outer diameter / 174mm inner diameter Unit Rate i) ii) RM RM 339.7 Descriptions Providing.00 . fixing and lowering. laying and jointing Double Walled Corrugated (DWC) Pipes of HDPE in 6m.Item No. length bar with IS-14930-II in prepared trenches in grade and level including cost of couplers and testing of pipes at factory as per the stipulation in relevant IS codes etc.00 518. complete. sqm Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat.) Facing elements of RCC Assembling. keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines. Descriptions Unit Rate CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH 7. joining and laying of reinforcing elements.Copper Strips 3.3.Stainless steel strips 5.3 and 309.2.00 7.4 cum 554.3 formed in to a stable network and a planar geocomposite structure. c) Assembling. all as per clause 704 and laid as per clause 2503.00 733. preparing and laying of geogrid crated apron 1 m x 5 m.Surface Drain with Geotextiles (Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702. foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material).) Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation. d) Earthfill with granular material which is to be retained by the wall. filled with stone with minimum size of 200 mm and specific gravity not less than 2. laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer.00 7.00 267.00 399.3 and approved design. joining sides with connectors/ring staples.00 267.00 . 600 mm thick including excavation and backfilling with baffles at 1 metre interval.00 7. all as per clause 702 and approved drawings including excavation and backfilling) Narrow Filter Sub. brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface) Laying Boulder Apron in Crates of Synthetic Geogrids (Providing.3 123. packed with stone spalls. constructed as per clause 704. joints metre wrapped with geotextile to prevent ingress of soil.2.5 including excavation and backfilling) Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration.5 (i) (ii) A Type 1 Type 2 Type 3 Type 4 Type 5 B metre metre metre metre metre sqm 333. 1.Glass reinforced polymer/fibre reinforced polymer/polymeric strips With reinforcing elements of synthetic geogrids sqm 977.00 7.Item No.Galvanised carbon steel strips 2.65. b) Facia material and its placement. placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging.00 204. joining with facing elements and laying of the reinforcing elements. With reinforcing element of steel / Aluminium strips / polymeric strips.00 267. with a minimum of 450 mm overlap of fabric and installed as per clause 702. top corners to be tie tensioned.Surface Drain (Construction of a narrow filter sub.2 455.Aluminium Strips 4.surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile metre filter fabric.1 Sub.3. made with geogrids having characteristics as per clause 704. foundation concrete laid manually.30 8. 60 cm below ground level as per approved drawing) each each each each each each each 3416. fixed over aluminium sheeting.00 2242. MARKINGS & OTHER ROAD APPURTENANCES 8.00 330. foundation concrete laid manually.00 2932. kerb stone with channel laid with kerb laying machine. kerb stone laid with kerb laying machine. Descriptions Unit Rate CHAPTER-8 TRAFFIC SIGNS. mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm.00 cm height per letter A B 173. foundation having 50 mm projection beyond kerb stone.1 Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801. 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick. all complete as per clause 408) Using Concrete Mixer metre Using Concrete Batching and Mixing Plant metre Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall cm height be counted as half ) per letter English and Roman (ii) Retro.Item No.00 4202. 60 cm below ground level as per approved drawing) (i) ( ii ) ( iii ) ( iv ) (v) (vi ) ( vii ) 90 cm equilateral triangle 60 cm equilateral triangle 60 cm circular 80 mm x 60 mm rectangular 60 cm x 45 cm rectangular 60 cm x 60 cm square 90 cm high octagon Direction and Place Identification signs upto 0.9 sqm size board. sloped towards the kerb.00 3476.00 (i) 0.3. 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick.00 8. fixed over aluminium sheeting. all complete as per clause 408) Using Concrete Mixer metre Using Concrete Batching and Mixing Plant metre Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively.2 A B 8.reflectorised cautionary.00 .50 0. 50 mm thick in PCC M20 grade.reflectorised Traffic signs (Providing and fixing of retro.5 sqm 7490.00 5364.3 320.3.00 3010. 2 mm thick with area not exceeding 0. kerb channel 300 mm wide.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm.00 176. 1.4 8. 00 8. painted black and white in 15 cm wide stripes.10 Over 10 cm in width Up to 10 cm in width Painting Lines.The finished surface to be level.3. including cleaning the surface of all dirt.00 .) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980. 2 Nos. object markers).00 369.00 8.7 sqm 42.reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801. including cleaning the surface of all dirt.00 8. Dashes. arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface.5 mm thick including reflectorising glass beads @ 250 gms per sqm area.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm.00 8.00 1295. 60 cm below ground level as per approved drawing) Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) Painting Lines. Dashes. dust and other foreign matter. fixing in position including painting and printing etc) sqm sqm 58.12 (i) (ii) (iii) 8.13 8.00 each 313. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm. fixed in position including finishing and lettering but excluding painting) each each each 2146. buried or pressed into the ground and confirming toIRC79 and the drawings. dust and other foreign matter. 80-100 cm high above ground level. Arrows etc on Roads in Two Coats on New Work (Painting lines. thickness of 2.8 sqm 43. 2 mm thick with area exceeding 0. uniform and free from streaks and holes. dashes. Descriptions Direction and Place Identification signs with size more than 0.5 mm is exclusive of surface applied glass beads as per IRC:35 .9 sqm size board.00 8. fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top. dashes. fixed over aluminium sheeting.9 (i) (ii) 8.00 41.) Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967. Arrows etc on Roads in Two Coats on Old Work (Painting lines. demarcation at site and traffic control ) Unit Rate 8.00 each 271.14 5th kilometre stone (precast) Ordinary Kilometer stone (Precast) Hectometer stone (Precast) Road Delineators (Supplying and installation of delineators (road way indicators. hazard markers.6 sqm 12935. (Providing and erecting direction and place identification retro.Item No.11 sqm 717.00 (i) (ii) sqm sqm 38. arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface.00 50. demarcation at site and traffic control ) Over 10 cm in width Up to 10 cm in width Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2. 8 metre high (Providing and fixing 1. 2 m centre to centre.2 metres high above ground. "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail. fixed on ISMC series channel vertical post. all as specified) Unit Rate 8.1 m below ground/road level. metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm. turn buckles etc complete as per clause 807 ) G.16 metre 328.) Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing.2 metre high (Providing and fixing 1. constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia. complete as per approved drawing) Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road.6 metre below ground level.15 metre 198. 1.18 metre 1480. provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc.21 A M 20 grade concrete Metal Beam Crash Barrier Type . fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 m high.2 metres high GI barbed wire fencing with 1. 330 mm long complete as per clause 810) metre 2588.00 .00 metre 2926.00 8. 70 cm above road/ground level. 0.8 metres high (1. turn buckles etc complete as per clause 807 ) Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing 1.00 8.19 metre 1143.A.17 metre 466. all steel parts and fitments to be galvanised by hot dip process.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete.6 metre below ground level. every 15th post. every 15th post. 1.00 8. end and every 10th post to be strutted. complete in all respects. RW/NH . complete as per approved drawings) Tubular Steel Railing on Precast RCC posts.2 m above GL) with 3 holes 50 mm dia for pipe. fixed with GI staples. approaches to bridge structures and medians. 1. all fittings to conform to IS:1367 and IS:1364.Item No.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0. corner. 1.2 m high above ground level (Providing. Descriptions G.40 metre embedded in M15 grade cement concrete. fixed 2 metres centre to.8 metres high GI barbed wire fencing with 2. fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm. last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires. 150 x 75 x 5 mm spaced 2 m centre to centre.20 (i) 8.00 8. 0. 450 mm long at expansion joints filled with premoulded asphalt filler board.00 8.I Barbed wire Fencing 1.33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete. last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires.I Barbed wire Fencing 1. keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. fixed with GI staples. 5 m in height. 150 mm in width at an angle of450. outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts. all steel parts and fitments to be galvanised by hot dip process.00 3284. die cast in aluminium.65 m below ground level. 'A' frame painted with 2 coats of yellow paint. rate excluding excavation and cement concrete. painted with yellow and white strips. 4 kg in weight. bedded on a 0. fitted with lense reflectors. complete as per IRC:SP:55-2001 ) Permanent Type Barricade in Construction Zone With Steel Components (Construction of a permanent type barricade made of steel components. all fittings to conform to IS:1367 and IS:1364. 2. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth). 1. Descriptions Type . horizontal rail painted (2 coats) with yellow and white stripes. extending from drain to drain in cuts and toe of slope to toe of slope in fills.3 m thick layer of granular material free of rock pieces. providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997. fixed on ISMC series channel vertical post. 1. complete as per IRC:SP:55-2001 ) 1202.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section.00 8.5 m high from road level. 150 mm in width at an angle of 450. 2 m long at 450 inclination and a tie 100 x 8 mm.00 195. installed in concrete or asphaltic surface by drilling hole 30 mm upto each a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar.00 2239. Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11. metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm. "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail.25 Single Row for one utility service metre Double Row for two utility services metre Triple Row for three utility services metre Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm.00 8.26 each 2115. 150 x 75 x 5 mm spaced 2 m centre to centre. invert level of duct to be above higher than ground level to prevent entry of water and dirt.24 8.22 metre 1934. placed at 1. all as per BS 873) Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide.85 m above ground and 0.00 668. embedded in M 15 grade cement concrete 450 x 450 x 450 mm.27 A each 3384.00 8. across the road (new construction).15 m below ground level. 1. constructing head walls at both ends. fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support. resistant to corrosive effect of salt and grit.Item No. 1. split at the bottom for better grip. joints to be made leak proof. all as per BS 873 part 4:1973) Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm each and a height of 770 mm. 300 mm dia.00 .50 m long 0. all embedded in foundation concrete as per approved design and drawing.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart.B. 1. 546 mm long complete as per clause 810) Flexible Crash Barrier.50 kg/m).) Unit Rate B metre 3999. 2 m high with 1.5 m interval. all as per IRC: 98 1997 and approved drawings. strengthened by a strut of RS joist 100 x 75 mm.23 (i) (ii) (iii) 8. 85 cm above road/ground level.50 m long at the bottom.) Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct.00 8. filled with earth for stability.00 8. painted with yellow and white strips) Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator. 1.00 C each 6073.5 cm dia.00 8. all as per IRC:SP:55-2001) Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic) Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mm and given two coats of paints with white and black bands i/c excavation etc.5 m high from road level. 800 mm high. Unit Rate B each 3675.Item No. fitted with 3 horizontal planks 200 mm wide and 3.29 each 348. complete. 1. plastered with cement mortar 1:6. Descriptions With Wooden Components (Construction of a permanent type barricade made of wooden components.30 each 235.5 m high.00 8.28 each 383. painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.66 m long on 100 x 100mm wooden vertical post. 4 m long. 150 mm in width at an angle of450. painted with yellow and white striups. complete as per IRC:SP:552001 ) With Bricks (Construction of a permanent type barricade made with brick work in mud mortar. 600 mm thick.00 . 300 mm in diameter. protection works.00 16528.00 9. (Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in double row including fixing collar with cement mortar 1:2 but excluding excavation. placed in foundation and compacted by vibration including curing for 14 days. Descriptions Unit Rate CHAPTER-9 PIPE CULVERTS 9. concrete and masonry works in head walls and parapets .2 metre metre 5675. (Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation. cum 2518. protection works.1 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed.00 . ) 1000 mm dia 1200 mm dia Providing concrete craddle bedding in M-15 grade concrete as per clause 2900 and as per section 1700 and 2900.Item No.4 metre metre cum 11418. ) A B 1000 mm dia 1200 mm dia Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row .00 9. backfilling. backfilling.3 A B 9. concrete and masonry works in head walls and parapets .00 3285.00 8228.) Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . 00 217.00 90.00 40. Span complete with Synthetic Enamal Paint. back filling the pot holes with hot bituminous material as per clause 511. Two coats on new work. Descriptions Unit Rate CHAPTER-10 MAINTENANCE OF ROADS Filling Pot. linear water-way exceeding 30m. One coat on old work. figuring and numbering to minor bridges upto 30m. One coat on old work.00 90. Providing painting to angle Iron posts of road sign boards complete with Synthetic Enamal Paint. Two coats on new work. trimming of completed excavation to provide firm vertical faces. One coat on old work. figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for ordinary Km.00 60. Providing painting and figuring of road sign boards (excluding posts/kerbs) Two coats on new board.00 Each Each 78.5 10. Linear waterway complete with Synthetic Enamal Paint .00 Each Each 98. trimming and finishing the surface to form a smooth continuous surface.00 Each Each 171.00 137.3 10.00 Each Each 104. compacting. longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete) Repair of old Joints Sealant (Removal of existing sealant and re sealing of contraction. longitudinal or expansion joints in concrete pavement with fresh sealant material) Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12. figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 0. 20mm. One coat on old board.holes and Patch Repairs with open .00 10. One coat on old work. Stones or Boundary Stones.12 (i) (ii) 10. Stone.4 10. Two coats on new work.00 Each Each sqm sqm 73.Item No. One coat on old work.graded Premix surfacing.11 (i) (ii) 10.13 (i) (ii) metre cum cum 16. cleaning of surface.2 metre 1066. Two coats on new work. figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 5th Km.00 63. Providing painting. all as per clause 3004. Two coats on new work.10 (i) (ii) 10.00 67.2 Km.8 (i) (ii) 10. Complete with Synthetic Enamal Paint . Providing painting. figuring & numbering to major bridges. 10.1 sqm 87. Two coats on new work.9 (i) (ii) 10.00 .00 16. Providing painting. One coat on old work. painting of tack coat on the sides and base of excavation as per clause 503.00 189. Stone. (Removal of all failed material.6 (i) (ii) 10. figuring and numbering to culvert upto 6m. 180 HP and disposal of the same on the valley side) Land slide Clearance in Hard Rock Requiring Blasting (Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of the same on the valley side.00 Each Each 25. Providing painting. Providing painting.00 10.00 187. Two coats on new work. One coat on old work.7 (i) (ii) 10.2) Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints.) Providing painting.00 Each Each 246. 25 metres.3 each 738. refilling.25 metres. fixing the tree guard and maintaining the plants for one year) Half Brick Circular Tree Guard.Item No. 2. backfilling the trench.20 metre below ground (Half brick circular tree guard. consolidation. 1 m deep dug in the ground. supplied at the rate of 4.2 metres. bottom two courses laid dry. above ground and 0.2 metres.00 11.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0. and height 1. laid dry lengthwise (Edging with 2nd class bricks. including excavation.00 11. laid dry lengthwise.00 11. as per design complete) Edging with 2nd class Bricks. and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry.00 11. internal diametre 1. in 2nd class Brick.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm. watering.20 metre below ground. above ground and 0. internal diametre 1.60 metre square. and height 1.5 each tree guard 2014. 60 cm wide and 45 cm deep. refilling the excavated earth mixed with farmyard manure.2 each 340. planting the saplings. Descriptions Unit Rate CHAPTER-11 HORTICULTURE 11. mixing the soil with decayed farm yard/sludge mannure. MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together) metre 163. in 2nd class brick.00 .60 m dia holes.1 a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches. with a hand packing and spreading nearly surplus earth within a lead of 50 metres) Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.4 metre 14. 00 58.00 463.5 12.00 2795.00 64.00 cum 3285.9 A Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification.00 cum cum 2799.2 a) b) c) 12.00 275.00 71.00 196.00 3988.00 242. including setting out. placed in foundation and compacted by vibration including curing for 14 days.) Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering.4 12.00 2849.00 71. Descriptions Unit Rate CHAPTER-12 FOUNDATIONS 12.00 .8 (a) (b) 12.00 2833. as per drawing and technical specifications Cement mortar1:3 (1cement :3 sand) Cement mortar1:2 (1cement :2 sand) Cement mortar1:4 (1cement :4 sand) Cement mortar1:6 (1cement :6 sand) Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 cum cum cum cum cum cum 50.00 86.00 51.4.00 cum cum cum cum cum cum cum cum 71.00 2164.) Sand Filling in Foundation Trenches as per Drawing & Technical Specification PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed.00 2671.6 12. dressing of sides and bottom and backfilling with approved material.00 cum cum cum cum cum cum cum 993.00 50% extra 75% extra 100% extra 2795.00 45.1 I A (i) (ii) (iii) B (i) (ii) (iii) II A (i) B III IV V (i) A B VI 12. construction of shoring and bracing.Item No.00 61.00 3196.) Ordinary soil Manual Means upto 3 m depth 3 m to 6 m depth Above 6 m depth Mechanical Means Depth upto 3 m Depth 3 m to 6 m Depth above 6m Ordinary rock (not requiring blasting) Manual Means Depth upto 3 m Mechanical Means Hard rock ( requiring blasting )Manual Means Hard rock ( blasting prohibited )Mechanical Means Marshy soil upto 3 m depth Manual means Mechanical Means Back Filling in Marshy Foundation Pits Add extra as follows in the rates of the above items if dewatering is resorted to upto 3 m depth beyond 3 m to 6 m depth Above 6 m depth Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix.3 12. removal of stumps and other deleterious matter. Rate may be taken as per items 12.7 B C D 12. 00 . B Descriptions PCC Grade M20 Unit cum Rate 3751.Item No. 00 63365.00 4687.00 5864. Transit Mixer and Concrete Pump PCC Grade M30 Using Concrete Mixer Using Batching Plant. Transit Mixer and Concrete Pump PCC M30 Grade Using concrete mixer With Batching Plant. Transit Mixer and Concrete Pump RCC M25 Grade Using concrete mixer With Batching Plant. Transit Mixer and Concrete Pump PCC Grade M25 Using concrete Mixer With Batching Plant. in well foundation complete as per drawing and technical specification Well curb RCC M20 Grade Using concrete mixer With Batching Plant.00 3968.00 4285.00 4993.00 4196. Transit Mixer and Concrete Pump RCC M35 Grade Using concrete mixer With Batching Plant.00 4941.Item No. C Case I Case II D Case I Case II E Case I Case II F Case I Case II G Case I Case II H Case I Case II 12.00 5375. Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer With Batching Plant.00 4013. Transit Mixer and Concrete Pump RCC M25 Grade Using concrete mixer With Batching Plant.00 5015.00 4432.00 cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum cum 4378.10 12.00 4565. Transit Mixer and Concrete Pump PCC M25 Grade Using concrete mixer With Batching Plant.00 4183.00 4704.00 4136. Transit Mixer and Concrete Pump Well steining PCC M15 Grade PCC M20 Grade RCC M20 Grade Using concrete mixer With Batching Plant. Transit Mixer and Concrete Pump Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.00 4316. Transit Mixer and Concrete Pump RCC M35 Grade Using concrete mixer With Batching Plant.00 4385.00 4577.00 4169.00 4461.00 5698.00 4660. Transit Mixer and Concrete Pump RCC Grade M35 Using Concrete Mixer Using Batching Plant.00 4982. Transit Mixer and Concrete Pump Unit cum cum cum cum cum cum cum cum cum cum cum cum tonne Rate 3793.00 4436.00 3475.00 . Transit Mixer and Concrete Pump RCC M30 Grade Using concrete mixer With Batching Plant.00 4839.00 4803. Plain/Reinforced cement concrete.00 5223.00 4718.11 A (i) Case I Case II (ii) Case I Case II (iii) Case I Case II B (I) (ii) (iii) Case I Case II (iv) Case I Case II (v) Case I Case II (vi) Case I Case II (vii) Case I Case II (viii) Case I Case II Descriptions RCC Grade M20 Using concrete mixer With Batching Plant.00 4980. Transit Mixer and Concrete Pump RCC Grade M30 Using Concrete Mixer Using Batching Plant. 00 4931. Transit Mixer and Crane/concrete pump Well cap RCC Grade M20 Using concrete Mixer Using Batching Plant.00 4697. Transit Mixer and Crane/concrete pump PCC Grade M35 Using Concrete Mixer Using Batching Plant.00 4885. Transit Mixer and Crane/concrete pump Top plug Grade M15 PCC Using Concrete Mixer Grade M20 PCC Using Concrete Mixer Grade M25 PCC Using Concrete Mixer Using Batching Plant. Transit Mixer and Crane/concrete pump Grade M30 PCC Using Concrete Mixer Using Batching Plant.00 3608. Transit Mixer and Crane/concrete pump PCC Grade M30 Using Concrete Mixer Using Batching Plant.00 4183. clayey soil and rock as shown against each case.00 cum cum cum cum cum cum 4109. (ix) C (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II D (I) Case I Case II (ii) Case I Case II (iii) Case I Case II E (i) Case I (ii) Case I (iii) Case I Case II (iv) Case I Case II F (i) Case I Case II (ii) Case I Case II (iii) Case I Case II (iv) Case I Case II (v) 12. Transit Mixer and Crane/concrete pump PCC Grade M25 Using Concrete Mixer Using Batching Plant.00 cum cum cum cum cum cum cum cum cum 3750. Transit Mixer and Crane/concrete pump Intermediate plug Grade M20 PCC Using Concrete Mixer Using Batching Plant.00 5029. Depth of sinking is reckoned from bed level. Transit Mixer and Crane/concrete pump Grade M25 PCC Using Concrete Mixer Using Batching Plant.00 4705.00 cum cum cum cum cum cum cum cum 4294.00 4471.00 5128.00 4576.00 .00 4272.00 4285.12 Descriptions RCC M40 Grade Bottom Plug PCC Grade M20 Using Concrete Mixer Using Batching Plant.00 4533.00 3986. Transit Mixer and Concrete Pump RCC Grade M30 Using Concrete Mixer Using Batching Plant.00 4529.00 4338.00 4648. complete as per drawing and technical specifications. Transit Mixer and Concrete Pump RCC Grade M35 Using Concrete Mixer Using Batching Plant.00 4740.00 4378.00 4029. Unit Rate 5439. Transit Mixer and Concrete Pump RCC Grade M25 Using concrete Mixer Using Batching Plant.00 4196.00 4803.Item No.00 4717. Transit Mixer and Concrete Pump RCC M40 Grade Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil.00 4677.00 4492. Transit Mixer and Crane/concrete pump Grade M30 PCC Using Concrete Mixer Using Batching Plant.00 cum cum cum cum cum cum 3159. Depth of sinking is reckoned from bed level. Clayey soil ( 6m dia.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. loading arrangement and Labour ). Beyond 20m upto 30 m Add 7. complete as per drawing and technical specifications.00 11177.00 metre metre metre metre metre 55001.00 12217.Item No.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Unit metre metre metre Rate 2830.00 5959.00 metre 14761. Well ) Depth below bed level upto 3.00 metre 24192.00 12343. loading arrangement and Labour .00 metre 10181.00 66002.00 30385.00 metre metre metre metre metre metre metre metre 29030.00 4109.00 12825.00 metre metre metre 8656.00 12960. if required. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports.00 .00 69302.00 5427. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering. if required Add 25% of cost for Kentledge including supports. A (i) (ii) (iii) a) (iv) a) b) (v) a) b) B (i) (ii) (iii) a) b) (iv) a) b) c) (v) a) b) c) C (i) D (i) 12.00 7870.00 9346. Soft rock (6m dia well ) Depth of soft rock strata upto 3m Hard rock (6m dia well ) Depth of soft rock strata upto 3m Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil.00 28938. loading arrangement and Labour .0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7.00 23151.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering of the cost.00 4119. Sandy soil Depth below bed level upto 3. if required Add 20% of cost for Kentledge including supports. loading arrangement and Labour). clayey soil and rock as shown against each case.13 A (i) (ii) (iii) a) (iv) a) Descriptions Sandy soil Depth below bed level upto 3. 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. loading arrangement and Labour). Beyond 20m upto 30 m Add 7.00 42082.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost.00 8635. complete as per drawing and technical specifications.00 metre metre metre 5388. loading arrangement and Labour) .0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7.00 28079.00 14461.0 M Beyond 3m upto 10m depth Unit metre Rate 17713.00 6677. and Labour etc. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. loading arrangement. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports.00 64043. loading arrangement. Sandy soil Depth below bed level upto 3.00 metre metre metre metre 5815.00 19850. and Labour etc. Clayey soil ( 8m dia.00 metre metre 16542. b) (v) a) b) B (I) (ii) (iii) a) b) (iv) a) b) c) (v) a) b) c) C (i) D (i) 12. loading arrangement and Labour ). Depth of sinking is reckoned from bed level.00 7289. Well ) Depth below bed level upto 3.00 60993. clayey soil and rock as shown against each case.00 10084.14 A (i) (ii) (iii) a) (iv) a) b) (v) a) b) B (i) (ii) Descriptions Add 20% of cost for Kentledge including supports.00 5959.00 26742.Item No.00 metre metre 10409. loading arrangement and Labour . if required Add 20% of cost for Kentledge including supports.00 11975.00 11405. if required Add 25% of cost for Kentledge including supports.00 metre metre metre metre metre metre metre metre metre 35068.00 6977. if required.00 . Clayey soil ( 7m dia.00 8819.00 metre metre 50827. Soft rock ( 7m dia well ) Depth of soft rock strata upto 3m Hard rock ( 7m dia well ) Depth upto 3 m Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil.00 21393. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering. Well ) Depth upto 3. and Labour etc.00 metre metre metre 5430. Well ) Depth below bed level upto 3.00 .00 metre metre metre metre metre 59355. Sandy soil Depth below bed level upto 3.00 7332.00 metre metre metre metre metre metre metre metre metre 43154.00 14321.00 32789.00 35371. loading arrangement.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering.Item No. loading arrangement and Labour .00 13984. if required. Clayey soil ( 9m dia.00 26949. Unit Rate metre metre metre metre metre 13318. loading arrangement and Labour ).00 74787.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost.00 15085.00 11471.00 7669.00 24982. Depth of sinking is reckoned from bed level.00 51785. (iii) a) b) (iv) a) b) c) (v) a) b) c) C (i) D (i) 12. clayey soil and rock as shown against each case. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports.15 A (i) (ii) (iii) a) (iv) a) b) (v) a) b) B (i) (ii) (iii) a) b) (iv) a) b) c) Descriptions Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost. complete as per drawing and technical specifications. Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports.00 metre metre 18164.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7.00 21797. Beyond 20m upto 30 m Add 7.00 31228. if required. if required Add 25% of cost for Kentledge including supports. if required Add 20% of cost for Kentledge including supports.00 14367. loading arrangement and Labour ).00 71226. loading arrangement and Labour). Soft rock ( 8m dia well ) Depth in soft rock strata upto 3m Hard rock ( 8m dia well ) Depth in hard rock strata upto 3 m Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil.00 9684.00 33687.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost. if required Add 25% of cost for Kentledge including supports.00 10878. 00 10191.00 76832. Sandy soil Depth below bed level upto 3. if required Add 20% of cost for Kentledge including supports.00 54499.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost. (v) a) b) c) C (i) D (i) 12.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost.00 metre metre 14790.16 A (i) (ii) (iii) a) (iv) a) b) (v) a) b) B (i) (ii) (iii) a b (iv) a 'b c (v) a b c C (i) D (i) Descriptions Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering.00 .00 78906. and Labour etc.00 metre metre 19116. clayey soil and rock as shown against each case. Well ) Depth below bed level upto 3.00 34597.00 8284.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. loading arrangement and Labour). if required Add 20% of cost for Kentledge including supports. Soft rock ( 9m dia well ) Depth upto 3m Hard rock ( 9m dia well ) Depth of hard rock strata upto 3 m Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. Beyond 20m upto 30 m Add 7.00 7718.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7. if required Add 25% of cost for Kentledge including supports. Depth of sinking is reckoned from bed level.00 14484.00 22939.00 26359.00 32949. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering.00 80673. Clayey soil (10m dia.00 19666. loading arrangement and Labour). complete as per drawing and technical specifications. Soft rock (10m dia well ) Depth of soft rock strata upto 3m Hard rock (10m dia well ) Depth of hard rock strata upto 3 m Unit Rate metre metre metre metre metre 64027.Item No. loading arrangement and Labour .00 14053. loading arrangement.00 metre metre 62624.00 16704.00 75149.00 metre metre metre 6614. loading arrangement and Labour ).00 10640.00 metre metre metre metre metre metre metre metre metre 45416.00 14756. if required. Descriptions Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil. Soft rock (11m dia well ) Depth of soft rock strata upto 3m Hard rock (11m dia well ) Depth of hard rock upto 3 m Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil.00 30299.00 metre metre metre 31561. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering.00 11523.00 metre metre metre metre metre 128591.00 154309. if required.00 54125. complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. loading arrangement. Depth of sinking is reckoned from bed level.00 21850.18 A (i) (ii) (iii) a metre metre metre 15454.00 35072.00 15218.00 .00 81387. Well ) Depth from bed level upto 3. if required Add 25% of cost for Kentledge including supports.Item No.00 metre metre 28545. if required Add 20% of cost for Kentledge including supports. complete as per drawing and technical specifications.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7. Sandy soil Depth from bed level upto 3.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost.00 46319.00 13814.00 162025.17 A (i) (ii) (iii) a (iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i) 12.00 metre metre metre metre metre metre metre metre metre 67823. loading arrangement and Labour .00 71039.00 44415.00 34254.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Unit Rate 12. loading arrangement and Labour). Clayey soil (11 m dia.00 67656. and Labour etc.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. clayey soil and rock as shown against each case. Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports. loading arrangement and Labour ). clayey soil and rock as shown against each case.00 33102.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost. Beyond 20m upto 30 m Add 7. Sandy soil I) Depth below bed level upto 3.00 28856. Item No. (iv) a b (v) a b B (i) (ii) (iii) a b (iv) a b c (v) a b c C (i) D (i) 12.19 A (i) (ii) (iii) a) (iv) a) b) (v) a) b) Descriptions Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey soil (12 m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ). Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (12m dia well ) Depth of soft rock strata upto 3m Hard rock (12m dia well ) Depth of hard rock strata upto 3 m Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy soil Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports, loading arrangement and Labour . Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc. Unit Rate metre metre 86881.00 104257.00 metre metre metre metre metre metre metre metre metre 206417.00 247700.00 34094.00 55306.00 73042.00 76694.00 137007.00 179822.00 171259.00 metre metre metre metre metre 325508.00 410140.00 390610.00 78224.00 103237.00 metre metre metre 7175.00 7725.00 10203.00 metre metre 19141.00 22969.00 metre metre 45479.00 54574.00 Item No. B (i) (ii) (iii) a) b) (iv) a) b) c) (v) a) b) c) C (i) D (i) 12.20 12.21 12.22 Descriptions Clayey soil (Twin D Type Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ). Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour). Soft rock (Twin D Type well ) Depth of soft rock strata upto 3m Hard rock (Twin D Type well ) Depth of hard rock strata upto 3 m Sand filling in wells complete as per drawing and technical specifications Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 750 mm) Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1000 mm) Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=500 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=750 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=1000 mm) Unit metre metre metre metre metre metre metre Rate 8335.00 11824.00 15616.00 16397.00 29293.00 38447.00 36616.00 metre metre metre metre metre cum tonne metre 69597.00 87692.00 83516.00 17370.00 21251.00 993.00 58170.00 4622.00 12.23 metre 7592.00 12.24 metre 9769.00 12.25 metre 4739.00 12.26 metre 7075.00 12.27 metre 9377.00 12.28 metre 4118.00 12.29 metre 4950.00 12.30 metre 6770.00 Item No. 12.31 Descriptions Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 500 mm x 500 mm) Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 750 mm x 750 mm) Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) ) Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) ) Pile load test on single vertical pile in accordance with IS:2911(Part-IV) Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Using concrete mixer. Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30 Using concrete mixer. Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35 Using concrete mixer. Using Batching Plant, Transit Mixer and Concrete Pump Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700. Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification Taking, exploratory boring 100mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications. Upto 1.0 m below bed level Beyond 1.0 m depth upto 5.0 m Beyond 5.0 m depth Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications. Unit metre Rate 3360.00 12.32 metre 3782.00 12.33 metre 5313.00 12.34 metre 4258.00 12.35 12.36 12.37 A (i) (ii) B (i) (ii) C (i) (ii) D (i) (ii) 12.38 12.39 12.40 12.41 a) b) c) 12.42 metre tonne 4801.00 364.00 cum cum cum cum cum cum cum cum cum tonne tonne 3753.00 4289.00 4167.00 4707.00 4220.00 4755.00 4329.00 4869.00 3120.00 46195.00 46351.00 metre metre metre each 2058.00 2153.00 2246.00 883.00 00 4342.1A 13. Transit Mixer and Concrete Pump RCC Grade M20 Height upto 5m Using concrete Mixer With Batching Plant.00 4159.00 208. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant.1A above if fly ash bricks are used. Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant.00 cum cum cum cum cum cum 4432.00 5163.1 13.00 5389.00 cum cum cum cum cum cum 4013.00 cum cum cum 2924. Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry Coursed rubble masonry (first sort ) Ashlar masonry ( first sort ) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m PCC Grade M20 Height upto 5m PCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant. Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant.00 37.2 13.4 A B C 13.00 4939.00 85. Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant.00 cum cum cum cum cum cum 4385.00 4544.00 5121. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant. as per drawing and technical specifications Add extra to item 2. Transit Mixer and Concrete Pump PCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant.00 3539.00 4731.00 4794.5 A (p) B (p) C (p) Case I Case II (q) Case I Case II (r) Case I Case II D (p) Case I Case II (q) Case I Case II (r) Case I Case II E (p) Case I Case II (q) Case I Case II (r) Case I Case II F (p) Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering. Descriptions Unit Rate CHAPTER-13 SUB-STRUCTURE 13.00 4982.00 4941.00 .00 4593.00 5345.00 4744.3 13.Item No.00 3968.00 4565.00 cum cum 3475.00 3008. Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m cum cum sqm sqm 2854. 9 A B cum cum 437.00 . Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant. Transit Mixer and Concrete Pump RCC Grade M35 Height upto 5m Using concrete Mixer With Batching Plant. fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Supplying.00 5157. Complete as per drawing and Technical specifications Back filling behind abutment.7 Descriptions Using concrete Mixer With Batching Plant.00 5493.00 5375. wing wall and return wall complete as per drawing and Technical specification Granular material Sandy material Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.1 & 9. wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Transit Mixer and Concrete Pump Supplying.6 13. 253.00 5223.2 (for capacity PTFE) and clause 2004 of MoRTH Specifications. fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as tonne per drawing and Technical Specifications and BS: 5400.00 5394. section 9.00 4765.00 13.2.2.00 5357.00 5669.00 cum cum cum cum cum cum tonne tonne 4577. Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant.00 5015. extending through the full width of the structure with slope of 1V :20H towards drawing foce. fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment.00 1071. Unit cum cum cum cum cum cum Rate 4436. Transit Mixer and Concrete Pump Height 5m to 10m Using concrete Mixer With Batching Plant.Item No. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant.11 Supplying. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment. Transit Mixer and Concrete Pump Height above 10m Using concrete Mixer With Batching Plant.00 4799.00 4586.00 46245.00 4677.10 cum 755. wing wall/return wall with 100 mm dia AC pipe.8 each 102.00 13.00 cum cum cum cum cum cum 4461.00 13.00 45932.00 5650.00 13.00 4581. Transit Mixer and Concrete Pump RCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant.00 4826. Case I Case II (q) Case I Case II (r) Case I Case II G (p) Case I Case II (q) Case I Case II (r) Case I Case II H (p) Case I Case II (q) Case I Case II (r) Case I Case II 13. Supplying. metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. centimetr e Supplying. fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder.1 & 9. Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.00 13.Item No.13 252. Descriptions Unit Rate 13. sealing rings.14 tonne capacity 87. completre assembly to be of cast steel/fabricated structural steel. tonne capacity 0. fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications. dust seals. PTFE surface sliding against stainless steel mating surface. fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications cubic complete including all accessories as per drawing and Technical Specifications. section 9.75 13.12 Supplying.15 sqm 43.70 .00 13. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 5863. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC Grade M 30 Using Concrete Mixer For solid slab super-structure. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC Grade M25 Using Concrete Mixer For solid slab super-structure.00 5487.00 5080.00 cum cum cum cum cum cum 4929. Transit Mixer and Concrete Pump For solid slab super-structure.1 A Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) B Case I (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) C Case I (i) (p) (q) (r) (ii) (p) (q) (r) Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.Item No.00 5545.00 5134.00 5638. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m cum cum cum cum cum cum 4327.00 cum cum cum cum cum cum 4805.00 5005.00 5863. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant.00 5206.00 4688.00 cum cum cum cum cum cum 4877.00 4868.00 4508. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 5283.00 4688.00 5134.00 6089. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 5638.00 5406.00 5339.00 5283.00 5080.00 5206.00 5005.00 . Descriptions Unit Rate CHAPTER-14 SUPER-STRUCTURE 14.00 4508.00 5339. Transit Mixer and Concrete Pump For solid slab super-structure.00 cum cum cum cum cum cum 5412. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant. For solid slab super-structure.00 5590. 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever.00 5971.00 5337. Transit Mixer and Concrete Pump For solid slab super-structure. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-40 Using concrete mixer.00 6588.00 5337.00 5971. Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant.00 5737. 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab. 23-33% of (a+b+c) Height upto 5m Unit Rate cum cum cum cum cum cum 5474. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 7370.00 6087. 38-58% of cost of concrete.00 .00 5754. Transit Mixer and Concrete Pump For solid slab super-structure.00 cum cum cum cum 5840.00 5702. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m Using Batching Plant. 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 5930.00 5737.00 5128.00 6087. 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC/PSC Grade M35 Using concrete mixer.00 cum cum cum cum cum cum cum cum cum 5504.00 5545.00 5930.00 5814.00 5702. 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab.00 6037.00 6204.00 6171.00 6335. Transit Mixer and Concrete Pump. 38-58% of cost of concrete. For solid slab super-structure.00 cum cum cum cum cum cum cum cum cum 4920.Item No.00 5128.00 5814. Case II (i) (p) (q) (r) (ii) (p) (q) (r) D Case 1 (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) E Case 1 (i) (p) (q) (r) (ii) (p) (q) (r) Case II (i) (p) (q) (r) (ii) (p) Descriptions Using Batching Plant.00 6158.00 6903.00 5590.00 6437. 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For box girder and balanced cantilever.00 cum cum cum cum cum cum 5367. 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab. For solid slab super-structure. fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications High tensile steel wires/strands including all accessories for stressing. pressed into surface when the temperature of surfaces not less than 100 deg.5 mm nominal size at the rate of 0.00 8807. 3555% of cost of concrete Height upto 5m Height 5m to 10m Height above 10m a) Supplying.00 6301.2 14.00 8099. prepared by using mastic cooker and laid to required level and slope after cleaning the surface.00 cum cum cum 7280. protruding 1 mm to 4 mm over mastic surface.55 For cast-in-situ box girder.00 7603. segmental construction and balanced cantilever.00 8358.4 Descriptions Height 5m to 10m Height above 10m For box girder and balanced cantilever.00 8124. segmental construction and balanced cantilever.00 cum cum cum 6041. including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.00 cum cum cum tonne tonne cum 7671.5 sqm 202.21 46894.00 6562. 3555% of cost of concrete Height upto 5m Height 5m to 10m Height above 10m PSC Grade M.00 cum cum cum 6301.Item No. 38-58% of cost of concrete. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-45 For solid slab/voided slab super-structure.00 6562.00 cum cum cum 7083.00 .00 14. 21-31% of cost of concrete. stressing operations and grouting complete as per drawing and Technical Specifications Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29. Height upto 5m Height 5m to 10m Height above 10m For cast-in-situ box girder. Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-50 For cast-in-situ box girder.3 14.00 7325.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions.00 8239.00 6822. (q) (r) (iii) (p) (q) (r) F (i) (p) (q) (r) (ii) (p) (q) (r) (iii) (p) (q) (r) G (i) (p) (q) (r) H (i) (p) (q) (r) 14. C. segmental construction and balanced cantilever.00 105346. 16-26% of cost of concrete (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For I-beam & slab including launching of precast girders by launching truss upto 40 m span.00 6830.00 7819.00 6582. 3656% of cost of concrete.00 7819. all complete as per clause 515.) Unit cum cum cum cum cum Rate 6335. 9 14.) 19046.7 metre 1281. true to line and grade.00 14. Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm. all as per approved drawings and specifications. asphaltic plug to consist of polymer modified bitumen binder.pretensioned Girders (Providing.00 (iv) metre 11.11 14. leaving adequate space between vertical post for expansion. aggregate size not exceeding 12 mm.) Unit Rate 14. complete as per approved drawings and technical specifications. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm. dust. ) Burried Joint (Providing and laying a burried expansion joint.m.14 14. 100 mm long galvanised nails spaced metre 300 mm c/c along the centre line of the plate. width varying from 500 mm to 750 mm (in traffic direction). centre to centre spacing between vertical post not to exceed 2000 mm. complete as per approved drawings and technical specifications. true to line and grade.00 6995. transportation and placing in position precast pretensioned concrete girders as per drawing and technical cum specifications) Providing and fixing Helical pipes in voided concrete slabs metre Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt.12 metre each cum cum tonne 2287. metre efflorescence and applying paint @ of 1 litre for 2 Sq. precasting. 200 mm wide galvanised wieldable structural steel plate as per IS: 2062.00 5285. Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.00 3159.6 metre 1316. fitting and fixing mild steel railing complete as per drawing and Technical Specification Drainage Spouts complete as per drawing and Technical specification PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.8 14. Providing.15 14.5 mm nominal size and a heat resistant foam caulking/backer rod. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate. placed symmetrical to centre line of the joint.16 Precast .00 14. carefully selected single size aggregate of 12. depth of joint varying from 75 mm to 100 mm. all as specified in clause 2604.00 14.00 (iii) metre 143.00 267.00 14. leaving adequate space between vertical post for expansion. grease. welding of 8 mm dia. covered with 12 mm thick. covered with sealant complete as per drawing and technical specifications. resting freely over the top surface of the deck concrete.00 14. tolurence of vertical RCC post not to exceed 1 in 500. expansion gap being 20 mm.18 metre 657.17 (i) (ii) metre metre 1225. Descriptions Construction of precast RCC railing of M30 Grade.13 14.00 756. oil. tolurence of vertical RCC post not to exceed 1 in 500.Item No. centre to centre spacing between vertical post not to exceed 2000 mm.00 65. covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062.00 .10 14.00 271.) Filler joint Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. 00 14. complete as per section 1900 of specifications. with inscribed details as per detailed drawings. Descriptions Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint.00 14.. rivetting.20 metre 6634. bolting or welding as per the approved design and including hoisting in position etc.00 14.00 14.) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm.) Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. Providing and fixing in position Marble Plates of size 0.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm.21 metre 11105.23 metre 17184.00 .24 tonne 684. complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.25 MT 57613. moderately curved with maximum horizontal movement upto 50 mm.9 m. catering to right or skew (less than 20 deg.Item No.00 14.26 each 1150. complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm.00 14. complete as per approved drawing. Providing and fixing in position structural steel work for the superstructure of bridges including cutting.) Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.00 14. x 1. Unit Rate 14.2 m.22 metre 15859.19 metre 13881. complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. 00 843. all loose ends to be tied with 4 mm galvanised steel wire) cum cum 832.4 A B 15.) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cement Concrete blocks of size 0.3 x0. dry rubble masonry and PCC M15 have been analysed and given in respective chapters.5 m compartments by cross netting.00 . woven into mesh with double twist. Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.00 15. Rates for toe wall can be adopted from respective clauses depending upon approved design.12 cum 1144.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000. Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.00 3351.00 828.5 x 0. Descriptions Unit Rate CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS 15.00 15.2 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.3 cum 3351.00 1000.7 15.00 15.00 1100.10 A B 15.) Toe protection (A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concrete block have been used for pitching .5 cum cum cum 832.6 sqm 224. filled with boulders with least dimension of 200 mm.6 m each divided into 1. made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826.00 4413.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.11 cum cum cum cum cum cum 3192. The rate for excavation for foundation.) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.9 15.00 15.5 x 0.5x0.3x0.00 15.3 m cast in cement concrete of Grade M15 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.00 2799.) Cement concrete blocks (size 0.Item No.00 3285.1 A 15. Boulder laid dry without wire crates. Rubble stone laid in cement mortar 1:3 Cement Concrete blocks Grade M15 Dry rubble Flooring Curtain wall complete as per drawing and Technical specification Stone masonry in cement mortar (1:3) Cement concrete Grade M15 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.8 A B 15. mesh size not exceeding 100 x 100 mm. ) Unit Rate 15. Descriptions Gabian Structure for Erosion Control. made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826. all loose ends to be securely tied with 4 mm galvanised steel wire. mesh size not exceeding 100 mm x 100 mm.3 m each divided into 1m compartments by cross netting. woven into mesh with double twist.Item No. filled with boulders with least dimension of 200 mm.00 . river training works and protection works with wire crates of size 2 m x 1 m x 0.13 cum 1702. River Training Works and Protection works (Providing and constructing gabain structures for erosion control. Replacement of crash barrier. Descriptions Unit Rate CHAPTER-16 REPAIR AND REHABILITATION 16. initiator and promoter. comprising of cement.) sqm 107.9 sqm 299.Item No.1..00 16.00 140.00 102.00 195. strength not less than 25 Mpa and workmanship conforming to clause 2807.14 16.00 16.6. Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.00 16.50. all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification Replacement of Expansion Joints complete as per drawings Replacement of damaged concrete railing.12 16. applying the shotcrete mixture mechanically with compressed air under pressure.10 16. Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete Eproxy bonding of new concrete to old concrete Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel. to be applied as per instructions of manufacturer and as approved by the Engineer. sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively. sand. honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification Removal of defective concrete.00 306318.1.11 16.15 16. Applying epoxy mortar over leached.7 16.00 16.00 16.00 71.00 . cleaning the area to be repaired thoroughly. applying cement concrete after erection of proper form work.16 16. water cement ratio ranging from 0.6 16. density of gunite not less than 2000 kg/cum.2 sqm 81. coarse aggregates.00 1173.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75 mm) Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.3 sqm 1147. cleaning the surface thoroughly.00 1845.4 each 72.00 2666.00 118.13 16.17 sqm sqm tonne metre metre metre metre metre 121. Replacement of damaged mild steel railing Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape.8 kg kg sqm kg sqm 28. water and quick setting compound in the proportion as per clause 2807.00 873. Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.00 962.5 A B 16.35 to 0. available in present formulations. Cement Grout Cement mortar (1:1) Grouting Patching of damaged concrete surface with polymer concrete and curing compounds.00 16. 18 16.19 Descriptions Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) Repair of steel Railing (Repair of steel railing to bring it to the original shape) Unit metre metre Rate 91.Item No. 16.00 .00 223. 1 i) ii) iii) 17.00 60. Extra Copies : Post Card size 1 No. Within 50 Kms. bridges. 20''x30'' size (Banner Size) 1 No.17 VIDEO PHOTOGRAPHY 17.2 i) ii) iii) iv) v) Providing and carrying out video shoting of roads.00 . lettering.00 600. Descriptions Unit Rate CHAPTER.00 2700. 8"x12" Size (A-4 Size) 3 Nos.00 85.00 250. Per day Shooting of still photographs outdoor and indoor of construction and other works of building. mixing.00 1500. 5"x7" size 1 No. 8"x12" Size (A-4 Size) 1 No. 20'x30' size (Banner Size) 1 No. bridges. Post Card size 3 Nos.00 15. roads etc. editing. 4"x6" size 3 Nos. including cost of two colour CDs of approved makes and quality etc. 4"x6" size 1 No.00 50.Item No. buildings.00 135.00 8.00 450.00 12. at any distances. titling. Per day Beyond 50 kms. lightening. 5"x7" size 3 Nos. complete. 2500. Per day Work upto 5 hours per day only. other programmes including hiring of vehicle equipments for video shooting.