GOVERNMENT OF BIHARROAD CONSTRUCTION DEPARTMENT NATIONAL HIGHWAY WING Detailed Project Report NH No. NH DIVISION NH CIRCLE : 80 : N.H. Division, Lakhisarai NAME OF WORK : : : ESTIMATED COST : NH SECTION at Munger N.H. Circle, Baghalpur Mokama - Hathidah Section Improvement of Stretch and Junctions at Km. 0 to Km. 1.400 of NH-80 in the State of Bihar 13.975 Crores Ref. : Annual Plan Provision for Year 2016-2017 of M/oRT&H for Bihar State July 2016 Prepared By : Transtek Engineers & Services Pvt. Ltd. Shivpuri, P/O-Shastrinagar, Patna-23 Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger. CONTENTS Detailed Project Report including Cost Estimate For Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger Chapter PARTICULARS Page No. 1. Report 01 – 10 2. Engineering Design and Improvement Proposals 11 - 23 3. General Abstract of Cost and Detailed abstract of Cost 24 – 37 4. Detailed Computation of Quantities 38 - 47 5. Analysis of Rates 48 – 69 6. Drawings Details (page No. 70 onwards) Plan and Profile Drawing at Bridge Location Typical Cross Section, Junction Improvement and other Miscellaneous Drawing General Arrangement Drawing of Proposed Bridge Drawing No. Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger. 1. Report 1 1 Preliminary 1.7 Materials for proposed Construction work 1.4.4.10 Rates 1.12 Construction Programme 1.4 1.8 Highway Alignment Existing Road Inventory Existing Right-of Way and Available Land for proposed Widening Work Existing Road Crust in Project Section Pavement Condition Highway Junctions Rain / Flood Water Overtopping in the project Stretch Utility Services 1.3 Introduction & Necessity: 1. Division.4. 1. 0 to Km. 1.9 Labour 1.H.6 1.5 1.7 1.8 Specification & Test Result 1.5 Sub-grade Soil Investigation Report 1.3 1.4.40 of NH-80 in the State of Bihar under N.4.4 Existing Features of Project Section 1.2 1. R E P O R T 1.6 Traffic count Data 1.1 1.4.Improvement of Stretch and Junctions at Km.2 Authority and Plan : 1.4. Lakhisarai at Munger.13 Drawings 2 .11 Project Cost Estimate 1.4. and is passes through three states – Bihar (200 km). 0 to Km.40 Mokama – Hathidah Section of NH-80 in the State of Bihar in the state of Bihar under N.Munger . Govt.50 m. The Work for Improvement of NH-80 Section from Ch.00 to Ch.400 and Connecting Length of NH-31 Jn. Lakhisarai at Munger Section : Mokama – Hathidah Section N. Division.00 (NH80) had been left unimproved including the Major Junctions improvement work and other associated Junctions connecting NH-31 & NH-80.2 Preliminary Name of work : State : Improvement of Stretch and Junctions at Km.00 to Ch. 1. of India. In Bihar NH 80 passes through Lakhisarai .H. To NH-80 Jn. Improvement of the Stretch from Ch.Kahalgaon – Rajmahal and finally meets NH 34 at Farrakka.40 of NH-80 in the State of Bihar Bihar Circle : N. The total length of NH-80 is around 310 Km. The Improvement Plan of These stretch has been finalised accordingly. Jharkhand (100 km) and West Bengal (10 km) of eastern India. Lakhisarai.975 Crores (including centages) Authority and Plan : This detailed estimate amounting to Rs. 3 . No.400 and the 275 m. 1.3 Introduction & Necessity: National Highway No. + 162. The Project Section under consideration from Ch. 0. Division. 1. Baghalpur Division : N. Division. 0. 1. 0. 0 to Km. Lakhisarai at Munger. 1.Improvement of Stretch and Junctions at Km.1.975 Crores has been prepared for Improvement of Stretch and Junctions at Km. There is lot of Traffic conflict at this Location and Traffic Jams Take place for several hours. 1. 1. : 80 Estimated cost : 13. The Stretch from Section Ch.H. The details of existing highway Junction is shown in drawing on Next Page. of Major Junctions falling in between is the necessitated. 1. 0.400 is the Stating stretch of NH80. Circle.400 onwards has already been completed By NHAI. length of Connecting Highway from Junction Point of NH-31 to Junction at Ch. (275 m.H. R E P O R T 1. 80 links Mokamah in Bihar to Farrakka in West Bengal.00 to Ch.) along with 4 Nos.Bhagalpur .1 1. 13.H. The proposed work also find place in the list of Annual Plan for Bihar State for the year 2016-2017 approved by M/oSRT&H.H.40 of NH-80 in the State of Bihar under N. 0 to Km. Division. 1. Lakhisarai at Munger.Improvement of Stretch and Junctions at Km.00 to Km. Project Section Map of NH-80 Km. 0.Junctions 4 .400 and 4 .40 of NH-80 in the State of Bihar under N.H. 0 to Km. 1. to 18 m. 0. 0.Improvement of Stretch and Junctions at Km. 0.4 Existing Features of Project Section 1. Chainage Length in m. 18 m.165 Towards Barauni 110 18 m. to 25 m. 13 m. Connecting Highway At Junction Location (NH-31 to NH-80 16 m.1 Highway Alignment The geometric features are fairly satisfactory except.000 to 1.4. 275 22 m.400 Main Stretch of NH-80 Connecting Highway (NH-31 to NH-80 Ch. 0.4.40 of NH-80 in the State of Bihar under N.000 to Ch.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch. 0. 165 13 m. (4-Lane) Ch. 0. 0. 0 to Km.1 below Table 1.110 Main Stretch of NH-80 0. 1290 12 m. Shoulder Type Earthen Embankment Pavement Type Height Flushing with Bituminous adjoining Ground Pavement Built-Up Zone Earthen Flushing with adjoining Ground Built-Up Zone Bituminous Pavement Earthen Flushing with adjoining Ground Built-Up Zone Bituminous Pavement Existing Right-of Way and Available Land for proposed Widening Work The existing Right-of Way and Available Land for proposed Widening Work is presented in Table 1. 0. (4-Lane) Ch.2 Existing Right-of Way and Available Land for proposed Widening Work Sl.000 to Ch. 1 2 3 1.3 Chainage Carriage Way in m.000 to Ch. to 19 m.2 below Table 1. 18 m. 5 . Connecting Highway At Junction Location (NH-31 to NH-80 16 m.4. 22 m. 1. Division.275 & Remaining (towards Patna) 7 m.400 At Junction Location Main section of NH16 m. No. (4-Lane) 80 & Remaining 7 m. From & To 0. to 25 m. to 13 m. From & To Way for proposed Widening Work 1 2 3 4 0. 1.000 to Ch.2 Existing Road Inventory The summary of existing Road Inventory is presented in Table 1. Lakhisarai at Munger.00 to 0.H.165 & Remaining Towards Barauni 7 m. 12 m.110 to 1.1 : Summary of existing Road Inventory Sl. The Project Section is falling built-up zone. Existing Right-of Available Land No. to 19 m. Vertical Alignment in the project stretch is also found satisfactory. 1. 1.4: Summary Pavement Condition Sl. around 12 Nos.6 Fair to Poor Highway Junctions There are 4 Major Junction falling in the Project Section as shown in the drawings & Plans enclosed at previous page.50 m. 0. 1.165 Towards Barauni Fair to Poor Fair to Poor 3 1.275 & Remaining (towards Patna) 7 m. 0. Connecting Highway At Junction Location 295 57 (NH-31 to NH-80 16 m. In mm.000 to Ch.165 & Remaining Towards Barauni 7 m.4.3: Summary of Existing Road Crust in Project Section Sl.) To (Ch. (4-Lane) Bituminous Ch. wise summary of existing pavement condition is presented in Table 1. Pavement Condition The Km.Surfacing Base Layer Layer in mm.4 Existing Road Crust in Project Section The existing Road Crust in Project Section in Project Section is presented in Table 1. 0.4 below. Connecting Highway At Junction Location 290 64 (NH-31 to NH-80 16 m.000 to Ch.4.000 to 1. These roads are generally 3. 0. 0.400 Main section of NH-80 Connecting Highway (NH-31 to NH-80) Ch. 1 2 3 Chainage From & To Carriage Way in m.5 : List of Major Highway Junction Sl.4. (4-Lane) Bituminous & Remaining 7 m. 0. These adjoining roads are feeder roads connected to different Mohallas of Mokama Town.00 (NH-31 & NHJn. 0. 6 .3 below Table 1. Details of major highways Junction are outlined in Table 1. Avg.400 At Junction Location 315 65 Main section of NH-80 16 m.Improvement of Stretch and Junctions at Km. Chainage From (Ch. 0 to Km.5 below.H.000 to Ch. 380 352 354 365 mm.40 of NH-80 in the State of Bihar under N. No. (4-Lane) Bituminous Ch.000 to Ch. 1.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch. numbers of minor roads from Mokama Town Built-up Section are meeting NH–80 at different locations throughout in the project section.) Pavement Condition 1 2 0. 0. 1 2 3 4 Location Type of Place /Chainage Junction Junction “A” T Junction Bata More At Ch. Table 1. wide. Division. Table 1. No. Lakhisarai at Munger. 0. 0. Road crust Thickness in mm. Base & Sub. of Main Stretch 80) Junction “B” All there Junction are Y Junction Junction “C” Connecting (NH-31 & NHJunction “D” 80) Remarks Connecting Mokama Town on Left Side and NH-80 Stretch on Right side Inter-Connecting Junction of NH-31 & NH-80 Connecting Highway (NH-31 to NH-80) Moving Towards Patna through NH-31 Connecting Highway (NH-31 to NH-80) Moving Towards Barauni through NH-31 Apart from the National Highways and State Road.000 to 1.5 Total Crust Thickness in mm. No. 36mm 0.7: Sub-grade soil Investigation data Locati Visual on Ch.N. Summary of Mid Block Count Traffic Data is presented below.25 5.C.P. 0 to Km. Hand Pumps fall within ROW. of Telephone Poles are existing on either side of the road within the ROW of project stretch. Optic Fiber Cables.75 .425mm 0. classification of soil Type of soil M. Telephone Poles : 16 Nos.89 22. Electric Poles.B. Hand Pumps : 5 Nos.98 77. from the center of the existing pavement.075mm LL PL PI %) (gm/cc) Pen.6 Seive Analysis (% Passing) Sand Atterberg's Limits Traffic count Data 7-Days Mid Block Traffic Count Survey has been carried out in Project section near Bata More at Ch.5 mm 5. The summary of subgrade soil Investigation Report is presented below for reference: Table 1.85 9. 7 . Content Without 4 days Soaking 1498 of 1970 .761 8.5 1. Electric Poles : There are 32 number of electric poles (with or without wire) located within 7 m on either side of the centre of the existing road. Pen.64 9.Improvement of Stretch and Junctions at Km. From analysis of Traffic count.02 .0 mm 4.H. 4.0 mm 2.R.767 7. 2015. Proctor Test C. of Electric Transformers are existing in the entire stretch.800 Brownish Grey Silty Fine Sand 1. it has been found that the project section carriers heterogeneous with total PCU of 13732.75 Grey Silty Fine Sand 100 100 98. These transformers are housed around 7 m. Sub-grade Soil Investigation Report: The Sub-grade Soil investigation work for each Km.0 1. Sample of sub-grade soil were collected after excavation of pit at pavement edge. of Hand pumps are existing at approximately 3 to 5 m.N. Test Result as per IS Classification O. has been carried out in Feb.4.4. Soaking (in Dry den.27 5. Pen. 3. 5. 2. from the edge of the pavements. 0. Most of them have been sunk by private owner.200.75mm 2. Telephone Poles. OFC Cable : Under -ground OFC cables has been found throughout the project stretch on either side within the ROW.7 Rain / Flood Water Overtopping in the project Stretch Flood Over-topping is not reported in the project Section 1.300 Brownish 100 100 98.4 1. SM 14. Religious Structure: Total 1 No. 1. Division.25 81.15 18. It was found that Electric Transformers.65 5.40 of NH-80 in the State of Bihar under N. SM 14. 2. 0. Lakhisarai at Munger.39 5.36 0.5 mm 5. Pen. of religious structure found within the ROW of project stretch at Junction Location. It has also been observed that some of the utility services are within ROW would not pose any major hindrance in formulating the project. 1. Electrical Transformer: 5 Nos. 6.8 Utility Services The Detailed field Survey has been done for locating the Utility services in the project stretch. Summary of Existing Utility Services in the project section is outlined below: 1.M Max.P. 02AM 2 0 0 2 3 5 2 5 2 21 0 0 0 0 0 02AM .00 0.00 1.200 of NH-80 Direction of Traffic - Count Hour : 6. Ricksh Drawn Fast Cycle. aw Vehicle Scooter Trailer Moving Bullock Vehicles Moped Truck Mini 2-Axle Truck Rigid Multi-Axle Hand Total Slow Drawn Moving Vehicle Vehicles Rigid Semi Arti./ Articulated 17 26 61 117 93 21 195 39 647 33 22 6 0 61 84 9 31 75 126 102 26 210 44 707 44 18 5 0 67 10AM . Trac.10PM 28 27 6 1 42 53 17 70 18 262 10 0 0 0 10 10PM .06AM 36 14 13 18 54 81 11 90 18 335 7 9 9 0 25 TOTAL 531 129 177 404 795 783 195 1328 312 4654 225 150 39 0 414 Total UP & DN Per Veh.00 606.H.40 of NH-80 in the State of Bihar under N.00 A.M.08AM 78 08AM .00 0. Type 531 129 177 404 795 783 195 1328 312 4654 225 150 39 0 414 Value of PCU / Unit Vehicle Value of PCU/ Type of Vehicle 1.00 Materials for proposed Construction work: Coarse & Fine aggregate will be procured form nearest approved quarry as given below. Tempo Autoricksha Agricultural Tractor 06AM .M. On : 16/07/2016 Road Classification …………. 1 2 3 4 5 6 7 8 9 10 11 12 13 Type of material Unit Name of Quarry Stone Boulders Stone Metal Stone Chips Sand Local Sand Steel (TMT Bars) Cement Bitumen (Packed) Bitumen (Emulsion) Bitumen (CRMB) Stone Aggregate as a GSB Brick Hume Pipe cum cum cum cum cum MT MT MT MT MT Mirzachowki Mirzachowki Mirzachowki Kiul Local Mokama Mokama Barauni Paharpur Barauni Carriage Lead In Km. 1.Improvement of Stretch and Junctions at Km.50 8. 193 193 193 28 2 13 13 19 578 19 cum Mirzachowki 193 No m.04AM 0 9 0 0 0 7 0 0 0 16 0 0 0 0 0 04AM .00 1. Bus Van.00 877.50 .00 531.00 387.04PM 65 10 22 55 96 84 22 163 41 558 30 18 4 0 52 04PM . No.50 936.10AM Mini/ Midi Bus Total Cycle Cycle Animal Motor Agri.00 4.00 8. Lakhisarai at Munger.50 225.00 10441.WEEKLY TRAFFIC COUNT SUMMARY (NH-80 Near Bata More) Name of Road: NH-80 (Near Bata More) From : 6.02PM 54 8 18 46 81 78 27 135 34 481 22 27 7 0 56 02PM . S.12AM 62 11 27 51 93 87 23 155 39 548 25 21 3 0 49 12AM .50 4. Local Mokama 7 13 8 649.00 312.00 112.00 3.50 3.00 3.00 3523.50 0. Both SLOW MOVING VEHICLES FAST MOVING VEHICLES Car. Jeep.00 A.50 1.06PM 78 8 17 70 117 96 19 195 47 647 39 20 3 0 62 06PM . CLASSIFIED VOLUME COUNT .: Two Lane To On : 22/07/2016 Location of Survey Station : At Ch.08PM 38 16 16 22 57 83 23 95 24 374 15 15 2 0 32 08PM .00 2385. Division. 0.12PM 6 0 1 3 9 14 4 15 6 58 0 0 0 0 0 12PM .50 3.7 531. 0 to Km.50 664. 2016 has been taken under consideration and cost estimate has been finalised.997.469. of India.816.9 Labour: Skilled & unskilled labour for carrying out different items of works involved in proposed construction is locally available.04. food.10 Rates : The finished rates for carrying out different items of works has been worked out on the basis of “Current Schedules of Rates” of National Highway Wing.8 Specification & Test Result : The specification and test result for stone metal.242 9 .295 4 Concrete Pavement 69.843 5 Drainage and Protection Work 23. Hume Pipe Factories has been located at Mokama. effective from 01. No. Stone quarries at Mirzachowki have been proposed for carrying out the entire work.052 3 Grannular Sub bases and Base course 12.11 Project Cost Estimate Detailed Cost Estimate for proposed Improvement of Stretch and Junctions at Km. 0 to Km. Lakhisarai at Munger. Local quarries for stones and stone aggregate for construction of road crust and bridge are not available in the near vicinity. Govt. 1. water & medical care are easily available to them. Unit rates for construction items have been analyzed on the basis of the formats given in the standard Data Book for Analysis of Rates published in the year 2003 by Indian Roads Congress on behalf of Ministry of Surface Transport.846. Other facilities such as transport. 1. Based on quantity Computation and Analysis of Rates the Detailed Cost Estimate have been arrived and abstract of Cost presented in Table Below Improvement of Stretch and Junctions at Km. Cement & Steel required in construction work shall be procured from Mokama Town in the Project Section. 0 to Km. Bihar. Cost of Civil Construction Work 1 Site Clearance and Dismantling 1.425.C. Road Wing.04.Improvement of Stretch and Junctions at Km. 0 to Km. 1. 1. stone chips and other materials involved in construction work shall be as per guidelines laid down in the I. Description Total Cost (in Rupees) A. special publication “Specification for Road & Bridge works” latest 5th Revision 2013. Sand from Kiul River (Near Lakkhisarai) is available in the near vicinity.H.40 of NH-80 in the State of Bihar under N. of Bihar. Division. Govt.40 of NH-80 in the State of Bihar General Abstract of Cost Sl.2016.R. 1. effective from 01. 1. Current Schedule of Rates of RCD.596 2 Earth Work 1.40 of NH-80 in Bihar has been worked out based on detailed quantity computation as per finalised Design and Drawings under DPR. 1. New Delhi. 685 Add 2. 1. Total Cost (in Rupees) Description 6 Junctions.H.328 1.000 280. 1.835. Executive Engineer N.905. 0 to Km.392. Marking and Other Road Appurtenances 1. 1.000 750.Improvement of Stretch and Junctions at Km. Junction Improvement and other Miscellaneous Drawing Junior Engineer N.H. Section Assistant Engineer N. Sub-Division 10 Drawing No. Division Lakhisarai at Munger .752.000 350. Poles and Transformers) Cost of Temple Shifting Cost of shifting of Hand Pump Cost of Survey/Investigation and DPR Preparation Payable to Consultants appointed for this Project Grand Total 139.333.015.885 1.565. 13.12 Construction Programme: Year 2016-2017 2017-2018 1.937.H.8% As Contingency on "A" 3.446 Say Rs. 0 to Km. No. Footpath and Kerbs 7.13 Cumulative Physical (%) Progress Financial (%) 40% 100% 40% 100% Drawings: The following drawings has been attached here with: Drawings Details: Plan and Profile Drawing Typical Cross Section.923 11.678 Sub-Total "A" 9 119.40 of NH-80 in the State of Bihar under N.H.000 Add 1.979 7 Traffic Signs. Lakhisarai at Munger.223. Improvement of Stretch and Junctions at Km.5% for Work Charge Establishment on "B" Add 1% for Quality Control on "B" Add 9% for Agency Charge on "B" Utility Shifting (Electric Line.643 Sub-Total "B" 10 11 12 13 14 15 16 122. Division.058.40 of NH-80 in the State of Bihar General Abstract of Cost Sl.310 1.975 crores The item wise Detailed Cost Estimate is presented in Chapter-3 of this DPR. Lakhisarai at Munger. 0 to Km. 1. 2.40 of NH-80 in the State of Bihar under N.H.Improvement of Stretch and Junctions at Km. Division. Engineering Design and Improvement Proposals 11 . 4 Proposed Improvement Scheme of NH-80 2.10 Recommendation on Crust Composition of Rigid Pavement 12 . 2.H. ENGINEERING DESIGN AND IMPROVEMENT PROPOSALS Contents I. Division.6 Other Improvement and Safety provisions in project Section II.7 Existing Road Crust and Pavement Condition 2.8 Proposed Pavement for Project Section 2. 0 to Km.1 General 2. PROPOSED PAVEMENT COMPOSITION UNDER UP-GRADATION 2. Design and Improvement Proposals for Highways 2.5 Improvement of Highway Geometric 2.40 of NH-80 in the State of Bihar under N.3 Proposed Design Standards for Highway 2.9 Design of Rigid Pavement for New Constructions /Widening 2. Lakhisarai at Munger.Improvement of Stretch and Junctions at Km.2 Cross-Sectional Elements 2. 1. 2. Division. 0. At both edge of Main Carriage-way.40 of NH-80 in the State of Bihar under N. Availability of space. Under this proposal the existing Two Lane Highway has been upgraded to Two-lane with paved Shoulder.110 to 1. 0. carriageway width. The Work for Improvement of NH-80 Section from Ch. Lakhisarai at Munger.1 General The Project Section under consideration from Ch. Two type of typical cross section have been developed for the upgrading of NH-80 from Ch. 2. 0. wide.H. ENGINEERING DESIGN AND IMPROVEMENT PROPOSALS II. 1.50 m.25 m. of Junctions. 0. 0.00 m. especially in built-up areas. 0.00 (NH-80) had been left unimproved including the Major Junctions improvement work and other associated Junctions connecting NH-31 & NH-80. There is lot of Traffic conflict at this Location and Traffic Jams Take place for several hours. ii) Type 2 This cross section is applicable from Ch. wide Drain cum footpath have been proposed. 1.400 onwards has already been completed By NHAI. wide raised Drain cum Footpath.00 (Bata More) to Ch.1. Roadway width.400. of India. Design and Improvement Proposals for Highways 2. Graveyards & Temples Access to village road and their consideration Requirement of an efficient drainage system Utility and economy of suggested measures. shoulders. 0. Govt. 1. The Stretch from Section Ch. + 162. Avoiding interference with sensitive religious structures viz. Based on the above. of Major Junctions falling in between is the necessitated.00 to Ch. The details of existing highway Junction is shown in drawing on Next Page. The Improvement Plan of These stretch has been finalised accordingly.400 and Connecting Length of NH-31 Jn. Mosques. in the section from Ch. of Junctions.110 and Connecting Road to NH-80 & NH-31 including 4 No. 0. length of Connecting Highway from Junction Point of NH-31 to Junction at Ch.Improvement of Stretch and Junctions at Km.400.110 and for the Connecting Road to NH-80 & NH-31 including 4 No. on either side followed by 1 m. side slope. 1. Improvement of the Stretch from Ch. Such Cross section for improvement has been finalised in view of available limited ROW of 18 m. To NH-80 Jn. 0 to Km.00 to Ch. 1. Cross-sectional elements of the project road have been arrived after considering the following factors: Ease of movement without conflicts. (275 m. The details of these cross section are as follow: i) Type 1 This cross section is applicable from Ch. 13 .) along with 4 Nos. 0. Under this proposal the existing Two /4 Lane Lane Highway has been upgraded to Divided Carriageway with median 1.400 is the Stating stretch of NH-80.400 and the 275 m.2 Cross-Sectional Elements The Elements are Right of Way. 1.50 m. 0.00 to Ch.00 to Ch.00 to Ch. The carriage way of Highway 7. Camber (crossfall). to 19 m. 3. It has great impact on the economy of the traffic operation as well as saving of precious time.5 % 2.5 % 3.5 m 1m 2.3. Rolling 10 to 25 3.2 Terrain classification (General) Sl. Division. Geometric design standards for Urban Highways" IRC-86-1983 has been used for study of project road 2. Level / Plain 0 to 10 2. Terrain Classification Percent Cross . Adopted Design Speed Km/h Type of Section Ruling / desirable Rural 100 Urban 65 14 Minimum 80 40 .50 m 12 m 0.5 m 2.5 % Paved Earthen Cross fall (Carriage way) Paved shoulder Earthen shoulder Side slope of embankment (In Fill) Height upto 3 m 1:3 to 1:4 2. 1. In the project highway of NH-98. Lakhisarai at Munger.3. there is a significant percentage of slow as well as heavy vehicles.3. 0 to Km. country 1. 2.3 Proposed Design Standards for Highway The objective of functional design is to arrange the physical elements of the highway so as to suit the requirements of driver and vehicles.Improvement of Stretch and Junctions at Km. Mountainous 25 to 60 The Existing NH-327E is passing through the Plain Terrain.1 Highway classification – National Highway – Proposed 2-lane Section with Paved Shoulder and Service Road on either side 2. A design speed in rural areas has been adopted as 80 kmph where as in Urban/Built-up congested area.5 % 3% 1:2 Design Speed Speed is one of the most important and governing factor to mark the importance of Highway associated with safety and comfort during travel. providing an inherent safety and increasing traffic capacity efficiently.5 % 2.3 Adopted cross-sectional Elements Element Characteristics Ruling 45 m Right of Way Carriage way Road way width Shoulder 7m 12 m 1.4 Design Value Minimum 30 m or to the extent available Land width to avoid Land extra LA 5. 2. the design speed proposed is 40 km/h.H.slope of No.0 m 2. at the same time taking into account the vehicle operating costs and time saving.40 of NH-80 in the State of Bihar under N. It plays pivotal role in the geometric design of highways. 8 A 120. (Plain Terrain) 100 80 65 Minimum radius of horizontal curve in m. length of summit curve.1 A 18.4 A ‘A’ in the above table is difference in grade expressed as percentage. 360 230 155 Max.0 A 426. 1. For stopping sight distance L = NS2/4.50 Formula for calculating super-elevation “e” for radius larger than minimum : e = V2 / 225 R Where transition curve is not to be provided.8% Minimum Value of K Summit curve Sag curve Grade difference not requiring vertical curve. it is advisable to increase this by about 10 % while designing horizontal curves. 100 80 65 80 40 20 45 30 20 0.5+0. For intermediate or overtaking sight distance S = Sight distance L = Length of curve L = NS2/9. As sight distance is also a factor of driver’s reaction time.6 A 60.7 A 32.5+0.6 Vertical Curves As per I.4 A 33.035S ( L < S ) b).4 A Length of valley curve in meter for head light distance 41.40 of NH-80 in the State of Bihar under N. 0 to Km. the super elevation run off length proposed to be 2/3rd on straight and 1/3rd on curve. 2. 2.3.R.035S ( L > S ) L = 2S – 4.4 ( L > S ) L = NS2/1./hr.3 A 17.6 A 135. super elevation % 7 7 7 Rate of change of super elevation / m 1 in 150 1 in 150 1 in 150 Max. SP-23 for stopping sight distance.5% 0.C.3.5 Horizontal Curves The design Standard for horizontal curves to be adopted is as follows: Particulars Design Speed km.4/N ( L < S ) L = 2S – 1.H.50 0 curve in degree Absolute maximum 1. It is also subject to minimum length of curves as per I. Division.Improvement of Stretch and Junctions at Km. Minm.length of vertical curve in meter 60 50 Summit Curve Valley Curve a).6% 0.0 A 230. Hence the design standards for vertical curves adopted for project is as follows: Particulars Design speed km.R.C. the length of valley curve are as indicated in the following table: Design Speed Km/hr 100 80 65 Length of summit curves ( in m) for Stopping sight Intermediate Overtaking distance sight sight distance distance 73.6 ( L > S ) L = 2S – 9.5 A 25./hr. Lakhisarai at Munger. Deflection angle without horizontal Ruling maximum 1.6/N ( L < S ) N = Deviation angle 15 40 . and for head light distance. e. ii) Maximum Grade not to exceed 3. 2. The Table 2. + 162.1 : Proposed Widening Scheme C/S Type Chainage Existing Length in Km. Easting and Elevation collected from the survey. The Digital Terrain Model (DTM) has been generated in MX Road from the Northing. Arrangement Available Proposed Arrangement Land Width Land for required for widening work proposed m.H. proposed Median width 1. drain cum footpath on either side 12 Type-2 0. Division. 1. 2. From To Type-1 0.110 1. deficient Approach alignment to existing retainable Bridges.3.40 of NH-80 in the State of Bihar under N.-1. Non availability of Extra Land for improvement of alignment. i) The minimum length of curve to be 60 m. Carriageway on either side and Road Side Drain cum Footpath. of Major Junctions Table – 2. Lakhisarai at Munger. Vertical Alignment has been developed by correcting the existing profile and raising requirement to accommodate the proposed crust thickness over the existing 2-lane.50 m. At Places where the speed restriction is essential in view of site condition viz.) along with 4 Nos. width) + 1. The Horizontal Curves to maximum possible radius have been provided subject to a minimum radius adopted for specified design speed except for exceptional case. Proposed Improvement of existing road by Cement Concrete Pavement as Two Lane with Paved Shoulder (10 m.1 below present the improvement Scheme of NH-80 from Ch. built-up Zone. for Proposed widening Proposed 4-Laning with 7. widening m. 0 to Km. A maximum Super elevation of 7% has been provided as per IRC 38 (Guide lines for Design of Horizontal Curves) using MX Road.400 1.50 m.7 Methodology for Computer Aided Design (CAD) through MX Road / INROADS Application of Software Package: ♦ ♦ ♦ ♦ The detailed Strip Plans in AutoCAD has been prepared from the survey information collected showing all the existing features.000 to Ch. 0.Improvement of Stretch and Junctions at Km. 18 16 . (275 m.0 m.00 m.110 4 Lane Road with Bituminous Pavement 18-19 m.4 Proposed Improvement Scheme of NH-80 In view of present Traffic Scenario and available Right-of War is has been decided to Concentric Widening of existing Highway Section. Horizontal Alignment of the proposed widening has been prepared with MX Road based on the Guidelines of the IRC.290 2 Lane Road Bituminous Pavement 12 to 13 m. 1 in 33) iii) The minimum Stopping Sight Distance has been kept as 180 m.000 0.400 and Connecting Length of NH-31 Jn.3 % (i. To NH-80 Jn. the Superelevation shall be provided as per available Radius of Curvature and restricted Design Speed of that section.110 0. The following points were kept in mind while designing the vertical profile. Weep Holes shall also be provided in Drain in Drain sidewalls.50 m. Typical Plan for improvement of Minor connecting Road Junction is enclosed in at the end of this DPR. C/S Type Chainage From Existing Length in Km.6. Proposed 4-Laning with 7. falling in the project section has been improved with proper provision of turning Radius. Lakhisarai at Munger. Also they are to be provided with approved type of Speed Breakers as per guidelines of IRC-99 in order to reduce the Speed of incoming Fast moving Vehicle to N.H.5.5 Improvement of Highway Geometric 2.00 m.H. of Major Junctions 2. Road Marking.5 m. Road Marking.Improvement of Stretch and Junctions at Km. wide) will serve the purpose of Footpath.1 Road Side Drainage Facilities Since the entire Project stretch is falling under Built-up section. (275 m. Arrangement To Type-2 Connecting Length 0.6 Other Improvement and Safety provisions in project Section 2. pedestrian Guard Rails etc.) along with 4 Nos. 2. as per guidelines IRC and M/oRT&H Standard Plan for design of Intersection on NH. Carriageway on either side and Road Side Drain cum Footpath. raised Roadside RCC (M-20 Grade) Drain as shown in Typical Cross section has been proposed throughout the project Section. proposed Median width 1.440 of NH-31 Jn.. The inner bottom of drain in no case shall be less than 0.5 2 /4Lane Road Available Proposed Arrangement Land Width Land for required for widening work proposed m. For Inspection 17 . Improvement of Vertical Geometric The existing Vertical Alignment in the project is fairly satisfactory. 1. To NH-80 Jn. The proposed drain Top (1 m. Suitable opening with MS Grating of size 150 x 150 mm on side wall of drain shall be provided at an interval of 7.5. for collecting/receiving the surface Run-off to Drain. thus at least minimising the chances of Road accident occurred due to Shear negligence. Signage. Division. The drain section has been adopted to take care of Pedestrian Live load.40 of NH-80 in the State of Bihar under N. 0 to Km. + 162.5. it is proposed to allow the Meeting / Crossing of such minor to NH through Small Radius Horizontal Curve duly flared in both directions with proper provision of traffic Signage.1 2.40 m. 18-19 m. below bottom of GSB level. The existing vertical summit and valley curves have been proposed for improvement as per guidelines of IRC standard (IRC –SP-23 & IRC – 73 – 1980) in order to provide safe sight distance compatible with the proposed speed. widening m.50 m.3 Improvement of Major / Minor Junctions in Project Section All the 4 Major Highway Junction. 22. For Minor Road Connecting. Horizontal alignment of the stretch has been checked for design speed 60 Km / hr in built up and congested area.2 Improvement of Horizontal Alignment In general Concentric widening of the project stretch is proposed. 2. H. retro-refectories road delineators have been proposed at identified locations (Approach to Bridge. Line Crossover (Overhead). Cost of Shifting the these utility services has incorporated in DPR Cost. is presented below. speed restricted section. 2.6. RCC Slab in Steel Angle Frame of Size 750 x 750 mm with MS grating of dia 150 mm at center and hook for lifting shall be provided at regular interval 10 m. Electric Transformers. and cleaning work of Drain. 02 2. The Summary of proposed traffic Signs in Project section is summarised below: Informatory Signs. 7 5th km. 0 to Km. 18 . It has been found that Electric Poles. Optic Fiber Cables. 200m & ROW Pillars These have been proposed as per the required provision in IRC 8 and 26 and as per standard practice in the country. culverts & structure. Kilometer.3 Traffic Signs Proper Traffic signs throughout the whole project stretch along with intersections with other roads and other facility location will be provided for giving proper direction and warning to the driver. Lakhisarai at Munger. 2. Warning Sign 900 mm.7 Shifting of Utility Services: The survey work has been done for locating the Utility Services in the Project Stretch. It has been proposed to relocate the Utility Services beyond the Service Road / Drain on either side.6. Hand Pump etc. as well as direct them the route they want to follow. 00 km.6. The summary of such provision with Nos. for all the trees on highway flanks.6. 1. built-up section etc. size triangular Mandatory Sign Circular 600 mm dia. curved sections. falls within the ROW. in the project section. Cluster of Red Reflectors. These should be made of precast concrete and lettering/numbering shall be as per IRC codes mentioned above.40 of NH-80 in the State of Bihar under N. Division. throughout the length of drain. The traffic signs will be as per IRC Standard as will be of “Retro Reflection Type”. For Safety of road user during night travel. The summary of such provision is presented below. 2. Advance Direction / Destination Signs.Improvement of Stretch and Junctions at Km.I) and as per IRC Standard. stone. stone. L. Route Marker Signs etc.4 21 24 24 Road Markings and Delineators Road marking (Lane/centre line/edge line/ transverse marking /Zebra Crossing and any other markings) shall be carried out with hot applied thermoplastic paints conforming to ASTM D36/BS-3262 (Part . retro-refectories plates marking have been proposed for their clear identification during night travel.5 5th kilometer.T. Direction Signs. Hectometer stones. 150 Road way delineators 26 Hazard markers 20 Object markers 20 Apart from above. Telephone Poles. Facility Signs. 0. 0. wise summary of existing pavement condition is presented in Table below. Lakhisarai at Munger. Connecting Highway At Junction Location 295 57 (NH-31 to NH-80 16 m. of Major Junctions and connecting Road between NH-31 & NH-80. PROPOSED PAVEMENT COMPOSITION UNDER UP-GRADATION 2. Division. 0. It has been decided to adopt Rigid Pavement under entire improvement of Project section including 4 Nos. 1 2 3 Chainage From & To Carriage Way in m.8 Fair to Poor Proposed Pavement for Project Section Considering the Built-up Section of Mokama Town and frequent damages to existing Bituminous due to Water logging issue. 0. 380 352 354 365 mm. No.000 to 1. (4-Lane) Bituminous & Remaining 7 m.) Pavement Condition 1 2 0.275 & Remaining (Towards Patna) 7 m. (4-Lane) Bituminous Ch. Road crust Thickness in mm. 0. 0.40 of NH-80 in the State of Bihar under N.Improvement of Stretch and Junctions at Km. Accordingly Design of Rigid Pavement has been done as per Guidelines of IRC 19 . Base & Sub. No. 1.000 to 1. II.) To (Ch. Chainage From (Ch.000 to Ch.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch.165 & Remaining Towards Barauni 7 m. Total Crust Thickness in mm. Connecting Highway At Junction Location 290 64 (NH-31 to NH-80 16 m.165 Towards Barauni Fair to Poor Fair to Poor 3 2. 0.400 At Junction Location 315 65 Main section of NH-80 16 m.000 to Ch. 0 to Km. (4-Lane) Bituminous Ch. Summary Pavement Condition Sl.000 to Ch.000 to Ch.H. In mm.400 Main section of NH-80 Connecting Highway (NH-31 to NH-80) Ch. Pavement Condition The Km.Surfacing Base Layer Layer in mm. 0. 0.7 Existing Road Crust and Pavement Condition Existing Road Crust in Project Section The existing Road Crust in Project Section in Project Section is presented in Table below Summary of Existing Road Crust in Project Section Sl. Avg. • Design of Slab Thickness : From the data mentioned above . k Design CBR of subgrade soil Modulus of subgrade soil reaction Provide dry lean Cement concrete (M-15 Grade) concrete as sub-base of thickness Modified modulus of reaction on the subbase. Based on the Traffic data. CBR test result and Axle Load test data.2 of Handbook on Cement Concrete Roads published by cement manufacturers association guidelines. Division. • Design of Joints : The design of joints in the Jointed Concrete Pavement has been designed in accordance with IRC : 15 and IRC : 58. New Delhi.2 kg/cm = = 150 mm 24. 0 to Km.00E+05 kg/cm2 = 0. 2. • Design Traffic: From the traffic data.5 Table 8. The design of Rigid Pavement essentially involve the following steps: • Design Life: The design life of Rigid Pavement has been taken to be 30 years. • Modulus of Rupture. Road Section design of pavement have been carried out and presented below with recommendation for adoption: Design of Rigid Pavement as per IRC-58 1 Estimation of Modulus of Subgrade Reaction. Pavement Condition Data.15 . The Existing section is presently treated with Bituminous Pavement of inadequate thickness in poor condition. Existing Road Crust data. The design of Rigid Pavement has been carried out as per guidelines given in the latest edition of IRC: 58 and the latest MOST guidelines. • Modulus of Subgrade Reaction : Modulus of Subgrade Reaction was obtained from CBR test values of soil samples from Subgrade correlating k with CBR as shown in fig.1 and 8. Modulus of Rupture.H.Improvement of Stretch and Junctions at Km. Lakhisarai at Munger. the design thickness of the Jointed Concrete Pavement ( JCP) has been computed following IRC : 58. 1. Modulus of Elasticity and Poisson’s Ration: M – 40 concrete mix has been considered for Pavement Quality Concrete (PQC) in the design of rigid pavement.40 of NH-80 in the State of Bihar under N.25 kg/cm3 = = = 40 kg/cm2 45 kg/cm2 3.8.9 Design of Rigid Pavement for New Constructions /Widening Rigid Pavement option has been considered for project section passing through Builtup Zone where problems of water logging persists throughout the year. Modulus of Elasticity and Poisson’s Ration has been adopted for M – 40 concrete. The maximum wheel load for the design was taken from the Axle Load spectrum survey. the intensity of projected future traffic was determined in accordance with IRC: 58 guidelines. k 2 Properties of Cement Concrete Design flexural strength of concrete at 28 days in the field Design flexural strength of concrete takent at 90 days Modulus of elasticity of concrete (E) Poisson's ratio ( ) 20 = 5% = 3 4. Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger. Coefficient of thermal expansion of concrete ( ) = 3 Traffic Factors estimation of design msa Number of commercial vehicles in both directions/day Traffic growth rate per anum Type pressure, (p) = = = Load safety factor (LSF) for major Highways No. of lanes Lane width Contraction Joint Spacing Factor for directional distribution Factor for lane disribution Vehicle damage factor as per axle load survey Percent truck traffic of the commercial vehicles (as per traffic survey) No. of trucks per day (2 axles, 3 axles, multi axles trucks) Design Life of pavement to be considered Constuction perod since last traffic count 5 Number of Repetition of commercial vehicle during design period: 365 x [(1+r) ^n -1] xAxDxF N= r Where , A = Initial traffic in the year of completion of construction D = Lane distribution factor F = Directional distribution factor n = Design life in years r = Annual growth rate N= 365 x ((1+7.5 / 100)^30-1) x 1906 x 0.5 x 0.75 / (7.5 / 100) = 26975224 = 27 millions 6 Axle load distribution Numbers 0 108 391 162 71 54 Single Axle % Vehicle 0.000 % 9.207 % 33.333 % 13.811 % 6.053 % 4.604 % Repetition 000.0E+0 5.0E+6 18.0E+6 7.5E+6 3.3E+6 2.5E+6 Load 1 3 5 7 9 11 21 2085 CV/day 7.5 percent 8 kg/cm2 = = = = = = = = = = = 4 Initial Traffic in each direction in the year of completion of construction A = P(1+r)x Where, P= Numer of commercial vehicles as per last cont r= Annual growth rate of commercial vehicles x=Constuction perod since last traffic count A=1773 X(1+7.5/100)1= Load 1 3 5 7 9 11 10.0E-6 / 0C Tandom Axle Numbers % Vehicle 0 0.000 % 0 0.000 % 2 0.171 % 4 0.341 % 70 5.968 % 65 5.541 % 1.2 2 3.5 m 4.5 m 0.5 0.75 5.7 58 % 1773 30 years 1 years 1906 CV/day Repetition 000.0E+0 000.0E+0 92.0E+3 184.0E+3 3.2E+6 3.0E+6 Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger. Load 13 15 17 19 21 23 Total 7 Numbers 33 41 21 1 0 0 882 Single Axle % Vehicle 2.813 % 3.495 % 1.790 % 0.085 % 0.000 % 0.000 % 75.192 % Repetition 1.5E+6 1.9E+6 965.9E+3 46.0E+3 000.0E+0 000.0E+0 Load 13 15 17 19 21 23 Total Tandom Axle Numbers % Vehicle 114 9.719 % 19 1.620 % 10 0.853 % 6 0.512 % 1 0.085 % 0 0.000 % 291 24.808 % Repetition 5.2E+6 873.9E+3 459.9E+3 276.0E+3 46.0E+3 000.0E+0 Load Stress at the Edge Region The load stress for edge region ( le ) for different wheel loads with LSF = 1.2, are computed from IITRIGID (IRC 58) and are tabulated. P= Design wheel load in Kg. h= Pavement slab thickness in cm. =Poissions ratio for concrete E=Modulus of elasticity of concrete l = Radius of relative stiffness in cm =[(Exh3)/(12 x (1 -m2 ) x K)] 0.25 = 73.050 b = Radius of equivalent distribution of pressure at bottom of slab in cm.= [1.6 x a2 + h2]0.5 - 0.675 x h b= a for a/h>=1.724 a = radius of wheel load distribution in cm (assumed circular) = [ P / (p x p)]0.5 = 0.66 8 Fatigue Analysis The fatigue analysis has been performed, taking the flexural strength of concrete equal to 45 Kg/cm for computing stress ratios. The results are shown in the table. Trial thickness = 30 cm Axle load (A) Tonnes (1) Single Axle 1 3 5 7 9 11 13 15 17 19 21 23 A x 1.2 (P) Tonnes (2) 1.2 3.6 6 8.4 10.8 13.2 15.6 18 20.4 22.8 25.2 27.6 Axle W x 1.2 Edge load load stress (P) (w) Tonnes Sle Edge load Stress stress Sle ratio (kg/cm2) (4) (3) 1.488 3.88 6 7.991 9.9 11.745 13.536 15.279 16.982 18.649 20.285 21.893 Stress ratio (4) 0.03 0.09 0.13 0.18 0.22 0.26 0.30 0.34 0.38 0.41 0.45 0.49 Design repetitions (5) 000.0E+0 5.0E+6 18.0E+6 7.5E+6 3.3E+6 2.5E+6 1.5E+6 1.9E+6 965.9E+3 46.0E+3 000.0E+0 000.0E+0 Design Allow. repetitions Rept. To (5) fatigue 22 Allow. Rept. Fatigue resistance To fatigue used (%) (6) Col.5/Col.6 x 100 (7) Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited 62790761 1286914 Total Fatigue resistance used (%) Col.5/Col.6 x 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger. Tonnes (1) (2) (kg/cm2) (3) 1 3 5 7 9 11 13 15 17 19 21 23 1.2 3.6 6 8.4 10.8 13.2 15.6 18 20.4 22.8 25.2 27.6 0.693 1.825 2.81 3.715 4.571 5.392 6.186 6.959 7.713 8.45 9.172 9.881 Tandom Axle 0.02 000.0E+0 0.04 000.0E+0 0.06 92.0E+3 0.08 184.0E+3 0.10 3.2E+6 0.12 3.0E+6 0.14 5.2E+6 0.15 873.9E+3 0.17 459.9E+3 0.19 276.0E+3 0.20 46.0E+3 0.22 000.0E+0 (6) (7) Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Total= 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 9 Temperature Stress for Edge Region Temperature differential in Bihar (T ) =16.8 OK (for h =30cm) Temperature stress ( Ste) for edge region may be computed as under Contraction joint spacing (L) =4.5 m L/I or B/I= 450 =6.16 73.050 Bradbery coefficient value C=0.9 (IRC : 58) Temperature stress at edge region ( Ste) = E t C/2 Ste = Sle+Ste)= = 10 Corner Load Stress. Corner load stress ( c)= (3xP/h2)x[1- (a*squrt(2)/l)1.2] For P = 10.8 Kg, h = 30cm. 1 =73.05 cm, a = 0.66 cm 22.68 kg/cm2 9.9+22.68 32.58 kg/cm2 <45 OK c=0.036 2.10 kg/cm2 <45 OK Recommendation on Crust Composition of Rigid Pavement As per outcome of Design of Rigid Pavement, the proposed Crust Composition for adoption is presented in Table below. Design Cross Section of New Rigid Pavement Thickness of concrete slab (PQC M-40 Grade) 300 mm DLC thickness as sub - base 150 mm 250 650 mm mm Granual Sub-Base including Drainage Layer Total= Based of proposed improvement proposal the detailed Drawings for proposed improvement has been finalised and Quantity Computation work has been carried out and detailed Cost estimate have been prepared. The Detailed Cost Estimate of Project is presented in next Chapter-3. 23 3. Lakhisarai at Munger. 0 to Km. Division.H. General Abstract of Cost and Detailed abstract of Cost 24 .40 of NH-80 in the State of Bihar under N. 1.Improvement of Stretch and Junctions at Km. 328 1.H.5% for Work Charge Establishment on "B" Add 1% for Quality Control on "B" Add 9% for Agency Charge on "B" Utility Shifting (Electric Line. 0 to Km. Cost of Civil Construction Work 1 2 3 4 5 6 7 Site Clearance and Dismantling Earth Work Grannular Sub bases and Base course Concrete Pavement Drainage and Protection Work Junctions.643 Sub-Total "B" 10 11 12 13 14 15 16 119.678 Sub-Total "A" 9 Add 2. 1.975 crores Superintending Engineer N. Lakhisarai at Munger.685 Add 1. Division.937. 13. Marking and Other Road Appurtenances 1.979 1.Improvement of Stretch and Junctions at Km.000 280.835.446 Grand Total Say Rs.40 of NH-80 in the State of Bihar under N.843 23.816.8% As Contingency on "A" 3.058.H. Division Lakhisarai at Munger . 1. Total Cost (in Rupees) Description A. Chapter –3 : Detailed Cost Estimate Improvement of Stretch and Junctions at Km.469.596 1.425.242 7.052 12.295 69.015.223.333.905.310 1.885 1.923 11. 0 to Km.H.000 139.000 750.H.392. Circle Baghalpur Junior Engineer N.997.752.846.565.000 350.40 of NH-80 in the State of Bihar General Abstract of Cost Sl. Footpath and Kerbs Traffic Signs. No. Section Assistant Engineer N.H. Poles and Transformers) Cost of Temple Shifting Cost of shifting of Hand Pump Cost of Survey/Investigation and DPR Preparation Payable to Consultants appointed for this Project 122. Sub-Division 25 Executive Engineer N. retaining walls and other structure comprising of masonry. 1. including T&P and scaffolding wherever necessary. etc.) (ii) Plain Concrete/reinforced cement concrete structures including cleaning. 3.240. RCC (For Existing Structure) (iii) Removing guard Rails. 2.382.00 Lm 140.00 265.01 Cutting of trees. excavation and backfilling to required compaction complete as per MoRT&H Technical Specifications Clause 202. sorting the dismantled material.00 372.00 364.460.00 2.00 1.00 182.02 Dismantling of existing structures like culverts.00 1. bridges. straightening & cutting of bars and separating them out from RCC/PCC a. Fencing.00 22.00 2. steel work. cement concrete. (i) Girth from 300 mm to 600 mm Nr. iv) Kilometre Stone cum 26 . disposal of unserviceable material with all lifts and leads.40 of NH-80 in the State of Bihar BILL No.00 27. 1 (Cost Estimate) 1.00 887.) b.) In Figure In Words Amount in Rs.00 Nr. Structure etc.00 SITE CLEARANCE AND DISMANTLING Item Description Unit Estimated Quantity Unit Rate (Rs. 0 to Km.00 (ii) Girth from 600 mm to 900 mm Nr. railings.00 205.Improvement of Stretch and Junctions at Km. including cutting of trunks. PCC (Existing Median and Island.00 (iv) Girth above 1800 mm Nr.00 (iii) Girth from 900 mm to 1800 mm Nr.00 726. Edging Kerbs and Gutters.345. 12. (i) Brick /Stone Masonry (Existing Median and Island.00 2.00 cum 75.175. wood work.00 66.00 72.00 1.338.00 cum 25. 1.00 397. Structure etc. Drains. branches including removal of stumps & roots and backfilling with all lifts and leads as per MoRTH Technical Specifications Clause 201. Drains. 1.00 9.00 273.900.178.338. 6. 00 (a) Bituminous courses cum 966.00 438.00 SITE CLEARANCE AND DISMANTLING Unit Estimated Quantity Nr.906.1.00 Amount in Rs.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres.00 (b) Granular courses cum 2.128.00 570. 36.00 591.846.00 Item Description (v) Sign boards/bill boards Unit Rate (Rs.596.576.288.00 1. 7. 1 1. stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.) In Figure In Words 195.00 27 .00 1.020. Total Amount carried over to Summary for Bill No. etc.02 2. drainage excavation. trimming and compacting the cut formation in accordance with requirements of lines.67 682066 Construction of embankment/subgrade (in reconstruction section of approaches to Bridge in 300 m. 0 to Km. 2 (Cost Estimate) 2.01 Earthwork in excavation necessary for construction of roadway and drainage including dressing. 1469052 28 .Improvement of Stretch and Junctions at Km. grades and cross fall complete as per Technical Specifications Clause 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads. 2.00 559360 Item Description 2.03 Total Amount carried over to Summary for Bill No.) In Figure In Words Amount in Rs. with all leads and lifts all complete as per drawings and Technical Specifications Clause 305 cum 1350 168. 2 Unit Rate (Rs. length) with suitable material obtained from roadway. 1.61 227625 Loosening and recompacting sub-grade soil in all kinds of soil complete as per Technical Specifications Clauses 305 cum 7360.00 EARTH WORK Unit Estimated Quantity (a) All types of soils including marshy soil and ordinary rock cum 7360 92.40 of NH-80 in the State of Bihar BILL No.00 76. 0 to Km. 12816295 12816295 29 .40 of NH-80 in the State of Bihar BILL NO.00 GRANNULAR SUB BASES AND BASE COURSE Item Description 3. Grading -V (Table-400-1).071 3148 Total Amount carried over to Summary for Bill No. 1. Unit Rate (Rs.01 Providing and Constructing Granular Sub-base complete as per Technical Specifications Clause 401.Improvement of Stretch and Junctions at Km. 3 (Cost Estimate) 3. 3 In Words Amount in Rs.) Unit Estimated Quantity In Figure cum 4. aggregate cement ratio not to exceed 15:1.) In Figure 3883. aggregate gradation after blending to be as per table 600-1. 4 (Cost Estimate) 4 Item Cement concrete Pavement (RIGID PAVEMENT ) Description 4.Improvement of Stretch and Junctions at Km. mixed in a batching plant. finishing and curing.40 of NH-80 in the State of Bihar BILL N0. laid with a paver with electronic sensor.base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383.) all complete job as per drawing and MORTH technical speicification Clause 601 30 Unit Estimated Quantity sqm 4. concrete strength not to be less than 10 Mpa at 7 days. the size of coarse aggregate not exceeding 25 mm.424 Unit Rate (Rs. optimum moisture content to be determined during trial length construction.01 Construction of Dry Lean Cement Concrete Sub. 17179363 . cement content not to be less than 150 kg/ cum.base (Construction of dry lean cement concrete Sub. compacting with 8-10 tonnes vibratory roller. 0 to Km.00 In Words Amount in Rs. transported to site. 1. coarse and fine aggregate conforming to IS 383. dowel bar. sealant primer. mixed in a batching and mixing plant as per approved mix design. joint filler. debonding strip. plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum.00 In Words Amount in Rs. transported to site. 52818480 69997843 Total Amount carried over to Summary for Bill No. Unit Estimated Quantity cum 7. expansion. construction and longitudinal joints. tie rod.4 Item Cement concrete Pavement (RIGID PAVEMENT ) Description 4. joint sealant.) In Figure 6864. spread. maximum size of coarse aggregate not exceeding 25 mm. dowel jointed. 4 31 . curing compound. compacted and finished in a continuous operation including provision of contraction.695 Unit Rate (Rs. laid with a fixed form or slip form paver. admixtures as approved. finishing to lines and grades as per drawing ) all complete Job as per drawing and MORT&H Technical specification clause 602.02 Cement Concrete Pavement (M-40 Grade Concrete (Construction of unreinforced. separation membrane. 5 (Cost Estimate) 5. in vertical fall.00 805800 Providing cement concrete M-10 grade PCC (Levelling Course below drains. 5 In Figure 23425242 32 . escape for drainage arrangement as per drawing and MoRTH Technical Specifications sections 1500.00 2318038 Construction of RCC M-20 grade Road side covered drain as per drawing . outfall.01 Earthwork in excavation for foundation in all types of soil for construction of drains.00 m. outfall and escape including disposal of surplus excavated earth with all leads as per MoRTH Technical Specifications Sections 300. avg. 1.80 6849.02 5.753.) In Words Amount Rs Unit Estimated Quantity cum 11. cum 1.03 5. shuttering with all leads and lifts all complete job as per drawing and Technical Specifications Clause 309 and Sections 1500 & 1700. cum 414. 1700 and 2500.40 of NH-80 in the State of Bihar BILL No. 5.Improvement of Stretch and Junctions at Km.00 DRAINAGE AND PROTECTION WORKS Item Description No.275 m.850 68.75 5589. tonne 158. Height. 0 to Km. inner width and 125 mm side wall thickness) including cost of centering.04 Unit Rate (Rs.00 8289628 Total Amount carried over to Summary for Bill No.00 12011776 Providing and fixing in position uncoated Fe-500 grade HSD reinforcement in reinforced cement concrete structures complete as per drawing and Technical Specifications Section 1600.00 52466. vertical fall. 5.1. 1. 40 of NH-80 in the State of Bihar BILL No.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per Technical Specifications Section 1300 and Direction of Engineer. Technical Specifications Section 1300 and Direction of Engineer.) In Figure 7. 1.00 854.00 Item Description 6.00 JUNCTIONS. 0 to Km.70 6.400. Junction Island. Footpath all complete job as per Drawing.827.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median.421. 6 Unit Rate (Rs. 223.025.385.000.00 610.30 33 .206.30 6.00 6.00 1. Footpath all complete job as per Drawing.00 1. Lm.00 3.365.304.80 cum. Junction Island.850.05 Supplying and laying cast in situ cement concrete PCC M-25 I shape kerbs section at Median.00 77.00 6.Improvement of Stretch and Junctions at Km. Total Amount carried over to Summary for Bill No. 2100 and Direction of Engineer 6. 1. 338. sqm.00 3. 975.799.00 79.50 6. Rotary and Island Location all complete as per drawing and MoRTH Technical Specifications Clause 409. sqm. 975.926. Technical Specifications Section 1700.979.04 Providing Painting Work with 2 Coat of synthetic enamel complete as per Technical Specification and directions of the Engineer. 6 (Cost Estimate) 6.565.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median. FOOTPATH AND KERBS Amount Rs Unit Estimated Quantity In Words cum. 840 Nr.61 of MoRTH "Type Design for Inter-sections on National Highways”.248 Nr. Lane/centre line/edge line/ transverse marking and any other markings b.750 b) Cluster of Red Reflectors Junctions Nr.03 Providing and fixing retro-reflectorised road delineators complete as per drawing and MoRTH Technical Specifications Clause 805 34 . 150. a.00 1036 26.Improvement of Stretch and Junctions at Km. Directional Arrows.120 Supplying and fixing at site traffic signs having retro-reflectorive sheeting of high intensity grade (Type III) fixed over aluminum sheeting 2.240 B) Cautionary Signs Nr. MARKING AND OTHER ROAD APPURTENANCES Estimated Description Unit Quantity Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.00 Item 7. 90 5376 483.00 1065 159.936 C) Mandatory signs i) Stop sign (900 octagonal) ii) Speed Limit sign.771 Nr. 7 (Cost Estimate) TRAFFIC SIGNS. 26. all complete Job as per drawing and MoRTH Technical specifications Clause 801 A) Informatory Sign i) Place Identification (600 x 800) ii) Route Marker signs (600 x 450) Nr.40 of NH-80 in the State of Bihar 7.02 Unit Rate (Rs. 8 4530 36.01 BILL No. 24. sqm 612.0 mm thick complete including vertical pipes/ angles/ posts etc.008 a) Road Delineators Nr. 8 8781 70.092 Nr. Overtaking prohibited (600 Dia) 7. as per Drg.00 791 484. 24 4667 112. 7.00 755 18. No. 1. 0 to Km.) In Figure In Words Amount in Rs. lettering etc. 21 6751 141. 500 i) Hectometer stones. complete as per drawings and MoRTH Technical Specificaitons Section 800 Nr. railing above Brick Wall at Rotary location including foundation concrete (M-15) and painting with approved paint etc. Lm. MARKING AND OTHER ROAD APPURTENANCES Estimated Quantity Nr. centering and shuttering and reinforcement including all inscriptions etc.7.04 7. Nr. 29. 20. hectometre. km and 5th km Stones including excavation.937. stone.00 2305 4.570 Description c) Hazard markers 7. foundation concrete in M-15 Grade. 20.S.00 1475 29.00 In Figure 1490 d) Object markers Providing and fixing reinforced cement concrete M-20 grade boundary stones.05 Unit Rate (Rs. Nr.00 TRAFFIC SIGNS.7 35 . 195.00 1726 336.610 Providing & fixing M. stone.00 599 4.678 Total Amount carried over to Summary for Bill No. Nr. 7.193 ii) 5th km. 2. all complete job as per drawing and Technical Specifications Sections 800 & 1900.) In Words Unit Item - Amount in Rs.800 0 1. - iii) km. 2.Improvement of Stretch and Junctions at Km.00 36 . 8 (Cost Estimate) 8.04 Total Amount carried over to Summary for Bill No.000. 2200 and 2300 and directions of the Engineer.000. 8 Amount in Rs.000.00 280. 0 to Km. 1500.00 625.655. 1 750000.00 750.01 Relocation of Cultural Properties (Temple / Masque.00 Cost of Shifting of Electric Line and Poles in Project section all complete Job as per direction of engineer at Site Nr 32 40000. Nr.03 8.280.) In Figure In Words Item Description Unit 8.40 of NH-80 in the State of Bihar Bill No.000. 1700. etc within Corridor of Impact) beyond ROW as per Drawing. 1. 2100.02 8.00 8.00 MISCELLANEOUS Estimated Quantity Unit Rate (Rs.00 Cost of Shifting of Road side Hand Pump at suitable location away from ROW of highway all complete Job as per direction of engineer at Site Sets 8 35000.00 Cost of Shifting of Electric Transformers in Project section all complete Job as per direction of engineer at Site Sets 5 125000.000. technical specification sections 1300.00 1. 40 of NH-80 in the State of Bihar BILL No.400 245000. 1. 9 1337000.00 175000.) In Words Amount in Rs.400 125000. 0 to Km.400 75000.400 190000.00 343000.400 320000.00 3 Year km 1.Improvement of Stretch and Junctions at Km.00 Total Amount carried over to Summary for Bill No.00 266000. 9 (Cost Estimate) 9. 1 Year km 1.00 POST CONSTRUCTION ROUTINE MAINTENANCE OF ROAD FOR FIVE YEARS Estimated Item Unit Quantity In Figure 9.01 Post construction Routine maintenance for 4 lane roads for five years Unit Rate (Rs.00 37 .00 2 Year km 1.00 4 Year km 1.00 448000.00 5 Year km 1.00 105000. 0 to Km. Division.H.Improvement of Stretch and Junctions at Km. Lakhisarai at Munger.40 of NH-80 in the State of Bihar under N. Detailed Computation of Quantities 38 . 1. 4. (275 m. 0. DLC 150 mm. Arrangement for Proposed proposed widening work widening m.400 and Junction Improvement C/S Type Chainage From To Type-1 0.000 0.000 to 1.5 1.) along with 4 Nos. thick (M-15 Corcrete). PQC 300 mm. Thick (M-40 Grade Concrete) 0. of Major Junctions Proposed Arrangement Land Width Length in Existing Available Land required for Km.290 with Paved Shouldar (10 m.110 1. PQC 300 mm.440 3 / 4 Lane Road 18-19 m. 2 Lane Road 12 . for Proposed widening Proposed 4-Laning with 5. Thick (M-40 Grade Concrete) 39 . PQC 300 mm. thick (M-15 Corcrete). for Proposed widening Proposed widening of existing road with Paved Shouldar (10 m. width) + 1. drain cum footpath on either side + 5.Chainage Wise Proposed Cross Section of Highway NH-80 Ch.110 Type-2 Connecting Length of NH-31 Jn.5 m.50 m.13 m. To NH-80 Jn. width) + 1.50 m. Thick (M-40 Grade Concrete) 0.20 m. proposed Median width 1. drain cum footpath on either side Proposed Crust Composition GSB 250 mm in widening.00 m. DLC 150 mm. Proposed widening of existing road 22.5 GSB 250 mm in widening. Carriageway on either side and Road Side Drain cum Footpath.2 GSB 250 mm in widening. m. thick (M-15 Corcrete). DLC 150 mm.110 2 / 4 Lane Road 18-19 m. + 165.0 m. Service Road after drain on either side 22. 16.400 Type-2 0. Thickness in m. Thickness in m.300 0. Width in m. Thick (M-15) PQC 300 mm. 1 2 3 Item of Work GSB Layer 250 mm DLC 150 MM.500 10.000 2475. No.000 742. Total Length = 300 m Sl.300 1575. 40 Total Quantity 2500.250 0. Thick (M-40) 7695 Cum. No.000 1361. 0.290 1.150 0.000 16.000 Remarks 1290.150 0.750 3870. 2 DLC 150 MM.500 1350.550 0.550 0.000 0.000 Total Length in Km.000 0. 1000 1000 1000 Width in m. Width in m. Quantity per Total Length Km.150 0.250 2475.550 Total Quantity 1375. Thick (M-40) Summary of Quantity Sl.000 Thickness in m.000 Remarks .500 15. Improvement connecting Nh‐327E In a length of 25 m.300 Total Quantity 750.000 2475. 1000. Thick (M-40) 1000 1000 10.000 16. 0.000 TCS ‐2 Remarks Quantity for Minor Jn.000 0. in Km.B C & D) connecting NH‐80 and NH‐31 In a length of 75 m.250 0.000 Total Length in Km.300 Total 2500.000 Total Length 0.290 Total Quantity 1 GSB Layer 250 mm 1000 4. (A . Item of Work 1 GSB Layer 250 mm 4071 Cum. Thick (M-15) PQC 300 mm. Item of Work Length in m.500 0. 3 PQC 300 mm. Thick (M-15) PQC 300 mm.750 Quantity for Inprovement of 4 Major Jn.000 1.000 3000. No. 1000 1000 1000 10. Thick (M-15) Total Quantity 1875. Thick (M-15) 4424 Cum.500 5.250 2 3 DLC 150 MM. 1000 1000 7.250 288. No. Thickness in m. Item of Work 1 2 Length in m. 0.000 1.) Length = 350 m Sl. 10.350 Total Quantity Remarks 656.Road work Quantity based on each individual cross section TCS ‐1 Sl.290 2031.300 0.250 0.150 GSB Layer 250 mm DLC 150 MM.350 0. Width in m.000 825.500 15. Thick (M-40) Length in m.000 4500. No.000 4500.300 Total Quantity Unit GSB Layer 250 mm DLC 150 MM. Item of Work 1 2 3 Length in m.000 Sl. (total 12 Nos. 00 Nr. 1. (i) Girth from 300 mm to 600 mm Nr. Structure etc.Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. As per Counting 3.00 SITE CLEARANCE AND DISMANTLING Item Description Unit length Measurement Bredth Depth Estimated Quantity 1. branches including removal of stumps & roots and backfilling with all lifts and leads as per MoRTH Technical Specifications Clause 201. As per Counting 6. railings. straightening & cutting of bars and separating them out from RCC/PCC a. including T&P and scaffolding wherever necessary.40 of NH-80 in the State of Bihar 1. Structure etc. As per Counting 12. (iv) Kilometre Stone (v) Sign boards/bill boards 41 cum LS as per Site Condition 265.00 cum LS as per Site Condition 75. etc.00 (ii) Girth from 600 mm to 900 mm Nr. (i) Brick /Stone Masonry (Existing Median and Island. bridges. Fencing. retaining walls and other structure comprising of masonry. Edging Kerbs and Gutters. As per Counting 1. cement concrete.00 (iv) Girth above 1800 mm Nr. including cutting of trunks.01 Cutting of trees. LS as per Site Condition 2.02 Dismantling of existing structures like culverts.) b. disposal of unserviceable material with all lifts and leads. Drains. sorting the dismantled material. PCC (Existing Median and Island. wood work. excavation and backfilling to required compaction complete as per MoRT&H Technical Specifications Clause 202.00 1. steel work.) (ii) Plain Concrete/reinforced cement concrete structures including cleaning.00 Nr.00 (iii) Girth from 900 mm to 1800 mm Nr. RCC (For Existing Structure) (iii) Removing guard Rails. Drains. 0 to Km.00 .00 Lm LS as per Site Condition 140. LS as per Site Condition 36.00 cum LS as per Site Condition 25. (a) Bituminous courses cum 1. stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.075 966.00 SITE CLEARANCE AND DISMANTLING Item Description Unit length Measurement Bredth Depth Estimated Quantity 1.576.1.200 2.00 42 .00 0.00 7.00 7.00 (b) Granular courses cum 1.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres.840.840.00 0. 00 EARTH WORK Item Description 2. etc.00 6.00 8. trimming and compacting the cut formation in accordance with requirements of lines.Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 2.03 Unit length Measurement Bredth Depth Estimated Quantity (a) All types of soils including marshy soil and ordinary rock cum 1840.00 0.02 2. length) with suitable material obtained from roadway.00 0.50 7360 43 .00 0.40 of NH-80 in the State of Bihar 2. grades and cross fall complete as per Technical Specifications Clause 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads.75 1350 Loosening and recompacting sub-grade soil in all kinds of soil complete as per Technical Specifications Clauses 305 cum 1840. 1.01 Earthwork in excavation necessary for construction of roadway and drainage including dressing. 0 to Km.00 8.50 7360 Construction of embankment/subgrade (in reconstruction section of approaches to Bridge in 300 m. with all leads and lifts all complete as per drawings and Technical Specifications Clause 305 cum 300. drainage excavation. escape for drainage arrangement as per drawing and MoRTH Technical Specifications sections 1500.08 414.0x1x0. 1.40 0. 5. avg.Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. tonne 3950 x 40 /1000 158.1. vertical fall. cum 3950.00 Providing cement concrete M-10 grade PCC (Levelling Course below drains.125)+ (1.00 1. 1700 and 2500.02 5.03 5. in vertical fall.40 of NH-80 in the State of Bihar 5. 1.25x0.00 m. 0 to Km. Height.01 Earthwork in excavation for foundation in all types of soil for construction of drains.00 1.00 DRAINAGE AND PROTECTION WORKS Item Description No. outfall and escape including disposal of surplus excavated earth with all leads as per MoRTH Technical Specifications Sections 300. shuttering with all leads and lifts all complete job as per drawing and Technical Specifications Clause 309 and Sections 1500 & 1700.00 44 . outfall.275 m. inner width and 125 mm side wall thickness) including cost of centering. 5.125)+(1.80 Providing and fixing in position uncoated Fe-500 grade HSD reinforcement in reinforced cement concrete structures complete as per drawing and Technical Specifications Section 1600.04 Unit Measurement length Bredth Depth Estimated Quantity cum 3950. cum 3950 x {(1.125)} 1753.75 Construction of RCC M-20 grade Road side covered drain as per drawing .00 2.3 x 0.50 11850. 50) + (195 x 0. 195.00 6. 6.00 975. Technical Specifications Section 1300 and Direction of Engineer. 195. FOOTPATH AND KERBS Item Description Unit length Measurement Bredth Depth Estimated Quantity 6. 1.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per Technical Specifications Section 1300 and Direction of E i 6.400.5x0. Footpath all complete job as per Drawing. 1. cum. (195 x 0.00 975.1) 338. Rotary and Island Location all complete as per drawing and MoRTH Technical Specifications Clause 409.1) + (60 x 0. Junction Island.05) 223. Technical Specifications Section 1700. Footpath all complete job as per Drawing.00) + (1400 x 0.3 x0.9 x 0.00 JUNCTIONS.04 Providing Painting Work with 2 Coat of synthetic enamel complete as per Technical Specification and directions of the Engineer. 45 1.00 . 2100 and Direction of Engineer cum.00 Lm.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median. Junction Island.Detailed Quantity Computation for Improvement of Stretch and Junctions at Km.1) + (1960x1.30 sqm.00 - 5.400.30 x 2.00 sqm.1 x 0.265 x 0.70 6. 2 x(195 x1.00 - 5.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median.05 Supplying and laying cast in situ cement concrete PCC M-25 I shape kerbs section at Median. 0 to Km.40 of NH-80 in the State of Bihar 6. 00 TRAFFIC SIGNS.61 of MoRTH "Type Design for Inter-sections on National Highways”.00 Supplying and fixing at site traffic signs having retro-reflectorive sheeting of high intensity grade (Type III) fixed over aluminum sheeting 2. Overtaking prohibited (600 Dia) 7. lettering etc. 24 Nr. Directional Arrows.03 Providing and fixing retro-reflectorised road delineators complete as per drawing and MoRTH Technical Specifications Clause 805 46 . Nr. 21 Nr.02 Unit Estimated Quantity a. 20. MARKING AND OTHER ROAD APPURTENANCES Item Description 7.00 C) Mandatory signs i) Stop sign (900 octagonal) ii) Speed Limit sign. Lane/centre line/edge line/ transverse marking and any other markings sqm 612. all complete Job as per drawing and MoRTH Technical specifications Clause 801 A) Informatory Sign i) Place Identification (600 x 800) iii) Route Marker signs (600 x 450) Nr. 1. 8 B) Cautionary Signs Nr. 24 a) Road Delineators Nr. 20.0 mm thick complete including vertical pipes/ angles/ posts etc. 150. 0 to Km.Detailed Quantity Computation for Improvement of Stretch and Junctions at Km.00 c) Hazard markers Nr.01 Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.00 d) Object markers Nr. as per Drg. 26.40 of NH80 in the State of Bihar 7.00 b) Cluster of Red Reflectors Junctions Nr.00 b. 8 Nr. 24. No. 7. hectometre.S.05 Unit Estimated Quantity i) Hectometer stones. Lm.00 ii) 5th km. Nr. stone. foundation concrete in M-15 Grade.04 Providing and fixing reinforced cement concrete M-20 grade boundary stones. Nr.00 TRAFFIC SIGNS. Nr. railing above Brick Wall at Rotary location including foundation concrete (M-15) and painting with approved paint etc. stone. MARKING AND OTHER ROAD APPURTENANCES Item Description 7. - iii) km.00 47 . centering and shuttering and reinforcement including all inscriptions etc. km and 5th km Stones including excavation. 2. complete as per drawings and MoRTH Technical Specificaitons Section 800 7. all complete job as per drawing and Technical Specifications Sections 800 & 1900.00 Providing & fixing M. 195.7. 7. Lakhisarai at Munger. 0 to Km.Improvement of Stretch and Junctions at Km.40 of NH-80 in the State of Bihar under N. Division. 5.H. Analysis of Rates 48 . 1. 00 P&M-023 Hotmix Plant .A 12 Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour 4846. No.00 P&M-022 Hotmix Plant .00 P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 404.00 P&M-017 Front End loader 1 cum bucket capacity Soil loading / Aggregate loading cum/hour 60 /25 hour 1056.A 15 Spreading /Cutting / Clearing cum/hour 200/ 120/150 hour 2873.00 P&M-027 Integrated Stone Crusher 100THP Crushing of Spalls TPH 100 hour 11287.00 P&M-018 Generator (a) 125 KVA Genration of electric Energy KVA 100 hour 2004.00 P&M-028 Integrated Stone Crusher 200 HP Crushing of Spalls TPH 200 hour 23744.00 49 .50 .(A) Usage Rates of Plant and Machinery Sl.35 mtr blade Clearing /Spreading /GSB /WBM cum/hour 200/200/5 0/50 hour 2412.00 P&M-024 Hotmix Plant .00 P&M-032 Motor Grader 3.00 P&M-005 Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 258.40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 16978.00 P&M-006 Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 20 hour 1273.00 P&M-013 Cranes c) 3 tonnes Lifting Purpose hour 465.00 P&M-009 Concrete Mixer (a) 0.5 hour 66.60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour 24222.00 P&M-014 Dozer D .00 P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.80 .4/0.5 hour 198.00 P&M-016 Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 hour 1042. Activity Description of Machine Output of Machine capacity in cfm Rate (input) Output Unit 170/250 hour 417.00 P&M-031 Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 432.00 P&M-021 Hotmix Plant .00 P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1354.28 cum Concrete Mixing cum/hour 2.20 cum Concrete Mixing capacity cum/hour 13 hour 1558.00 P&M-012 Cranes b) 35 tonnes Lifting Purpose hour 1111.00 P&M-030 Mastic Cooker Mastic Wearing coat capacity in tonne 1 hour 80.00 P&M-025 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 3432.00 P&M-003 Batching and Mixing Plant (b) 15 .00 P&M-004 Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 1397.00 P&M-008 Concrete Bucket For Pouring concrete capacity in cum 1 hour 21.120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 37713.00 P&M-001 Air Compressor General Purpose P&M-002 Batching and Mixing Plant (a) 30 cum capacity Concrete Mixing cum/hour 20 hour 2397.00 P&M-007 Concrete Pump of 45 & 30 cum capacity Pumping of concrete cum / hour 33 / 22 hour 333.00 P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour 920.00 P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 1666.00 P&M-015 Dozer D .00 P&M-026 Hydraulic Excavator of 1 cum bucket Soil Ordinary/Soil Marshy / Soil Unsuitable cum/hour 60 /60 /60 hour 1695.100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 28726. 00 P&M-050 Transit Mixer 4/4.00 P&M-042 Rotavator Scarifying cum/hour 25 hour 23.75 m dia to 1.00 P&M-038 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.0 cum Transportation of Concrete Mix to site cum/hour 3 hour P&M-052 Transit Mixer 3.00 P&M-048 Tipper .00 1569.5 cum Transportation of Concrete Mix to site cum/hour 4.00 P&M-044 Smooth Wheeled Roller 8 tonne Soil Compaction /BM Compaction cum/hour 70/25 hour 611.5 hour 783.00 P&M-045 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 1491.00 P&M-036 Piling Rig with Bantonite Pump 0. Hotmix etc.00 P&M-034 Paver Finisher Hydrostatic with sensor control 100 TPH Paving of DBM/ BM/SDC/ Premix cum/hour 40 hour 2858.0/4.00 P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator hour 494.00 4.5 km 29. WMM.00 P&M-041 Ripper Scarifying cum/hour 60 hour 37.00 4.km 7.00 6 km 32. Capacity in GSB.5 cum Transportation of soil.5 km 32.P&M-033 Mobile slurry seal equipment Mixing and laying slurry seal sqm/hour 2700 hour 1313. cum 5. Hotmix etc.00 hour 5432. cum 5.5 cum per 10 tonnes Material Transport P&M-059 Vibratory Roller 8 tonne Earth or soil / GSB / WBM P&M-060 Water Tanker Water Transport P&M-061 Water Tanker Water Transport P&M-062 Wet Mix Plant 60 TPH Wet Mix 50 6. WMM. Hotmix etc. cum 5.00 25 hour capacity in KL capacity in KL cum/hour 3.00 1111.0 cum Transportation of Concrete Mix to site cum/hour 3 tonne.5 hour 805.00 P&M-035 Paver Finisher Mechanical 100 TPH Paving of WMM /Paving of DLC cum/hour 40/30 hour 1114.5 tonne.5 to 2. Capacity in GSB.00 P&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper hour 509.5 tonne.5 tonne.2 m dia Boring attachment Rm/hour 2 to 3 hour 7117.5 cum per 10 tonnes Material Transport P&M-058 Truck 5.5 cum Transportation of soil. Capacity in GSB.5 cum Transportation of soil.00 P&M-040 Prestressing Jack with Pump & access Stressing of steel wires/stands hour 168.00 P&M-043 Road marking machine Road marking Sqm/hour 100 hour 122.00 P&M-049 Transit Mixer 4. WMM.km P&M-053 Tractor Pulling capacity in HP 50 hour 473.00 6 hour 159.00 P&M-047 Tipper .00 P&M-046 Tipper .00 P&M-037 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 1621.00 P&M-056 Truck 5.5 cum per 10 tonnes Material Transport P&M-057 Truck 5.00 8.00 capacity/cu m capacity/cu m capacity/cu m 4.5 hour 1211.km cum/hour 100/60/60 hour 1587.km P&M-051 Transit Mixer 3.5 cum Transportation of Concrete Mix to site cum/hour 4.00 .00 P&M-039 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 1180. 00 P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 6782.00 51 .00 P&M-072 Crane 15 tonne capacity hour 1111. hour 1569.00 P&M-075 Crane with grab 0.00 P&M-077 Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.00 P&M-090 Truck Trailor 30 tonne capacity t. hour input P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 303.00 P&M-084 Jack for Lifting 40 tonne lifting capacity.00 P&M-071 Crane 10 tonne capacity hour 1111. deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.00 P&M-086 Plate compactor hour 404.00 P&M-074 Crane 40 T capacity hour 1666. hour input P&M-093 Wet Mix Plant 100 TPH hour 2355.00 P&M-089 Truck Trailor 30 tonne capacity hour 3230.00 P&M-069 Cold milling machine @ 20 cum per hour hour 1211.00 P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs 7117.00 P&M-079 Generator 33 KVA hour 484.75 cum capacity hour 1666.00 P&M-091 Tunnel Boring machine hour input P&M-092 Vibrating Pile driving hammer complete with power unit and accessories.00 P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour input P&M-088 Texturing machine (for rigid pavement) hour 102. day 1111.00 P&M-070 Crane 5 tonne capacity hour 1111.Description of Machine Sl.00 P&M-080 Generator 100 KVA hour 1500.00 P&M-065 Belt conveyor system hour input P&M-066 Boat to carry atleast 20 persons hour 202. hour 808. Unit Rate P&M-063 Air compressor with pneumatic chisel attachment for cutting hard clay.00 P&M-073 Crane 20 tonne capacity hour 1111.00 P&M-064 Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour hour 3230.00 P&M-094 Wet Mix Plant 75 TPH 2355.00 P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 2906. No.00 P&M-081 Generator 250 KVA hour 2806.00 P&M-078 Epoxy Injection gun hour 151.km 3.00 P&M-076 Compressor with guniting equipment along with accessories hour 202.00 P&M-082 Induction. No.00 L-08 Fitter day 272. Unit Rate (input) L-01 Blacksmith (IInd class) day 239.00 L-17 Operator(grouting) day 223.00 L-18 Painter I class day 254.00 L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 268.00 L-15 Mazdoor/Dresser/Sinker (Skilled) day 251.00 L-04 Carpenter I Class day 268.00 L-19 Para medical personnel day 367.00 L-05 Chiseller (Head Mazdoor) day 253.00 L-03 Blaster (Stone cutter) day 333.00 52 .00 L-12 Mate / Supervisor day 213.00 L-13 Mazdoor day 197.00 L-06 Driller (Jumper) day 239.00 L-10 Mason (IInd class) day 239.00 L-11 Mason (Ist class) day 268.00 L-16 Medical Officer day 746.00 L-09 Mali day 253.(B) Labour Description of Labour Sl.00 L-14 Mazdoor/Dresser (Semi Skilled) day 206.00 L-07 Diver day 287. 96 M-011 Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant Cum 0 M-012 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Cum 422. Unit Rate (input) M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum 312.18 M-002 Supply of quarried stone 150 .57 M-008 Gravel/Quarry spall at Site Cum 312.68 M-006 Fine sand at Site cum 119.28 53 .(C) Materials Description Sl.75 M-007 Moorum at Site cum 134. No.18 M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 312.18 M-004 Coarse sand at Mixing Plant cum 141.03 M-005 Coarse sand at Site cum 275.18 M-009 Granular Material or hard murrum for GSB works at Site Cum 134.200 mm size for Hand Broken at site cum 312.96 M-010 Granular Material or hard murrum for GSB works at Mixing Plant Cum 134. 36 mm cum 181.36 472.28 541.86 505.77 M-050 Aggregates 6 mm nominal size cum 394.50 M-039 Aggregates 90 mm to 45 mm cum 382.75 mm cum 480.88 190.26 493. cum 92.5 mm to 9.25 M-045 Aggregates 20 mm to 10 mm cum 617.61 484.075 sieve.87 M-018 Close graded Granular sub-base Material 4.86 509.11 M-054 Aggregates 25 mm nominal size cum 505.5 mm to 4.98 544.92 M-019 Close graded Granular sub-base Material 4.25 M-046 Aggregates 25 mm to 10 mm cum 588.2 mm to 0.30 M-036 Aggregates 53 mm to 22.5 mm to 9.5mm cum 441.37 54 .73 M-044 Aggregates 13.46 533.97 633.5 mm cum 494.5 mm to 4.88 M-021 Stone crusher dust finer than 3mm with not more than 10% passing 0.88 193.62 568.75 mm cum 508.26 440.65 M-022 Coarse graded Granular sub-base Material 2.62 568.36 mm cum 394.5 mm to 25 mm cum 461.20 M-015 Close graded Granular sub-base Material 26.12 663.13 M-030 Aggregates below 5.4 mm to 5.47 485.5 mm to 2.36 472.5 mm to 9.12 663.37 440.47 485.4 mm cum 461.91 M-040 Aggregates 10 mm to 5 mm cum 508.25 M-053 Aggregates 20 mm nominal size cum 529.20 420.00 M-023 Coarse graded Granular sub-base Material 4.86 M-051 Aggregates 10 mm nominal size cum 589.65 M-055 Aggregates 40 mm nominal size cum 425.58 M-032 Aggregates 22.00 M-016 Close graded Granular sub-base Material 9.77 M-049 Aggregates 37.72 205.94 515.88 193.75 mm to 2.62 572.5 mm nominal size cum 617.46 632.6 mm cum 195.75 mm cum 508.36 mm & below cum 181.74 549.75mm to 2.4 mm cum 441.13 M-037 Aggregates 63 mm to 2.5 mm cum 471.97 633.36 mm cum 195. Unit Rate at Plant (HMP/Batchi ng) Rate at Site M-013 Close graded Granular sub-base Material 53 mm to 9.35 M-042 Aggregates 13.04 M-025 Coarse graded Granular sub-base Material 9.5 mm to 4.09 mm cum 452.08 M-047 Aggregates 19 mm to 6 mm cum 507.11 M-028 Coarse graded Granular sub-base Material 37.18 M-027 Coarse graded Granular sub-base Material 26.12 663.30 M-034 Aggregates 45 mm to 22.4 mm to 2.6 mm cum 507.5 mm cum 529.37 M-043 Aggregates 13.75mm to 75 micron mm 181.74 545.2 mm to 0.2 mm to 5.04 M-031 Aggregates 22.29 M-017 Close graded Granular sub-base Material 9.5 mm to 19 mm cum 461.98 544.2/12.09 mm cum 333.30 M-029 Coarse graded Granular sub-base Material 53 mm to 26 . No.8 mm cum 453.58 M-048 Aggregates 37.2 mm to 10 mm cum 617.00 M-024 Coarse graded Granular sub-base Material 4.26 493.40 M-026 Coarse graded Granular sub-base Material 26.75mm to 75 micron mm 181.Description Sl.88 190.8 mm cum 412.02 454.72 205.57 100.30 407.5 mm cum 529.95 355.31 424.36 mm cum 195.62 M-038 Aggregates 63 mm to 45 mm cum 412.6 mm cum 589.88 M-020 Close graded Granular sub-base Material 2.5 mm cum 471.40 M-041 Aggregates 11.26 493.74 545.8 mm cum 453.36 mm cum 507.72 208.73 M-052 Aggregates 13.76 M-014 Close graded Granular sub-base Material 37.58 M-033 Aggregates 45 mm to 2.98 544.77 M-035 Aggregates 53 mm to 2.5 mm to 9. 37 M-081 Cement tonne 5768.40 Curing compound liter 122.77 M-068 Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc.51 M-060 Aluminium alloy/galvanised steel tonne 37458.64 M-066 Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos.60 M-074 Bitumen (60-70 grade) tonne 30487. nuts.) cucm 8000.I.58 M-059 Aluminium alloy plate 2mm Thick sqm 9364.86 M-077 Bitumen (emulsion) (Ex.83 M-064 Bearing (Cost of parts) nos input M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 77649.04 M-083 Coller for joints 300 mm dia nos 0. internal reinforcing steel laminates by the process of vulcanisation.99 55 .43 M-079 Brick each 6.60 M-078 Bitumen (modified graded) (Ex. cost of drilling holes. No. bolts etc.shoes for the pile kg 47.09 M-076 Bitumen (Cutback ) tonne 30487.54 M-085 Connectors/ Staples each input M-086 Copper Plate(12m long x 250mmwide) M-087 Corrosion resistant Structural steel M-088 Corrugated sheet. Paharpur MS) tonne 26312.12 M-063 Barbed wire kg 55.21 M-062 Aluminium studs 100 x 100 mm fitted with lense reflectors nos 169.03 M-061 Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering.00 M-067 Bearing (Forged steel roller bearing of 250 tonne nos 46589.65 Credit for excavated rock found suitable for use cum 145.00 M-084 Compressible Fibre Board(20mm thick) sqm 935. Unit Rate metre 45. barauni CRMB-55) tonne 32962.86 M-075 Bitumen (80-100 grade ) tonne 29567.83 M-056 AC pipe 100 mm dia M-057 Acrylic polymer bonding coat litre input M-058 Alluminium Paint litre 120.86 M-082 Cold twisted bars (HYSD Bars) tonne 34024.38 kg 48. "Thrie" beam section railing M-089 M-090 kg tonne 708.79 M-073 Bitumen ( Cationic Emulsion ) (Ex.59 M-071 Bentonite kg 3. Ulberia MS) tonne 26312.and signs as applicable sqm 8740.Description Sl.64 45061.25 M-072 Binding wire kg 56. 3 mm thick. PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components nos input M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos input M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos 31373.273 M-080 C. cost of angle iron. 74 M-112 Grass (Doob) kg 3.S.46 M-102 Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia.96 Epoxy compound with accessories for preparing epoxy mortar kg 538.shoes @ 35 Kg per pile of 15 m kg 23.70 M-108 Geotextile sqm 82. 2.98 M-114 HDPE pipes 75mm dia metre 220.10 M-096 Epoxy mortar kg 737.71 M-092 Earth Cost or compensation for earth taken from private land cum 23.44 M-115 HDPE pipes 90mm dia metre 220.65 M-093 Elastomeric slab seal expansion joint assembly manufactured by using chloroprene.98 M-113 Grass (Fine) kg 3.30 M-098 Epoxy resin-hardner mix for prime coat kg 653. metre 26366.5 cm square opening for seeding and Mulching sqm 38. 6 mm thick. Clamps kg 60. Clamps nos 33.1 of IRC: 83 (part II).47 M-094 Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each M-095 100 nos 614. elastomer for elastomeric slab unit conforming to clause 915.75 M-101 Galvanised MS flat clamp nos 15.40 M-099 Flag of red color cloth 600 x 600 mm each 46.20 kg 24.60 Jute netting. open weave.01 69232.02 M-104 Gelatin 80% kg 875.43 M-122 LDO for steam curing litre input M-123 M.44 M-116 Hedge plants each 30.09 M-126 Mild Steel bars tonne 56 30635. sqm 99.53 M-105 Geo grids sqm input M-106 Geomembrane sqm input M-107 Geonets sqm 105.95 M-097 Epoxy primer kg 12.35 M-124 M.37 M-125 M.10 M-111 Grouting pump with agitator hour 153. GI wire in rolls of required size.63 M-110 GI bolt 10 mm Dia nos 15.79 each 793.75 M-117 Helical pipes 600mm diameter metre input M-118 Hot applied thermoplastic compound M-119 HTS strand M-120 Joint Sealant Compound M-121 litre tonne 200.71 .S. 24 m long kg 45.02 M-103 Galvanised structural steel plate 200 mm wide.S.63 M-109 Geotextile filter fabric sqm 82.12 M-100 Flowering Plants each 30.M-091 Delineators from ISI certified firm as per the standard drawing given in IRC . metre input M-144 Pre-moulded asphalt filler board sqm 960.41 M-131 Paint litre 238. support and control system. 2.2 mm nominal size cum 664.74 M-150 RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia metre 4096. 1. two central beams. (Stainless steel strips) metre input M-157 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.66 M-143 Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength.91 M-128 Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams. internal dia 100 mm metre 117. central beam.M-127 Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams. all steel sections protected against corrosion and installed by the manufacturer or his authorised representative metre input M-129 Nipples 12mm nos input M-130 Nuts and bolts kg 58. (Copper Strips) metre input metre input metre input M-154 M-155 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. anchorage elements.5 m long for drainage metre 179. chloroprene seal.62 M-138 Plastic sheath.25 mm thick for expansion joint.88 M-142 Pre-coated stone chips of 13.57 M-136 Pesticide kg 80. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips) M-156 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. all steel sections protected against corrosion and installed by the manufacturer or his authorised representative metre 29056.2 modules chloroprene seal. (Galvanised carbon steel strips) Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.84 M-135 Perforated pipe of cement concrete.80 57 .14 M-147 Quick setting compound kg input M-148 Random Rubble Stone cum 316.74 M-152 Reflectorising glass beads kg 65.63 M-137 Pipes 200 mm dia. Aluminium strips) metre input M-158 Rivets each 7.00 M-153 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. support and control system.2 m high nos input M-140 Polymer braids metre input M-141 Pre moulded Joint filler. anchorage elements.92 M-151 RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia metre 527.25 mm thick for dowel bars sqm 15. sqm 960. vulcanised in a single operation for the full length of a joint to ensure water tightness.37 M-139 Plastic tubes 50 cm dia.88 M-145 Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days kg input M-146 Primer kg 13.48 M-133 Paving Fabric sqm input M-134 Perforated geosynthetic pipe 150 mm dia metre 27.48 M-132 Pavement Marking Paint litre 238.93 M-149 RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia metre 2881. 07 M-161 Scrap tyres of size 900 x 20 nos 76.74 tonne 3305.45 Water KL 230.2 m high/empty bitumen drum nos 124.39 M-178 Strip seal expansion joint metre 8179.09 M-192 Wire mesh 50mm x 50mm size of 3mm wire kg 39.37 M-165 Sheathing duct metre 84. permanent wedges etc nos 46.87 M-162 Seeds kg 30.M-159 Sand bags (Cost of sand and Empty cement bag) nos 6.11 M-183 Tie rods 20mm diameter nos input M-184 Tiles size 300 x 300 mm and 25 mm thick each 45.50 M-186 Traffic cones with 150 mm reflective sleeve nos input M-187 Tube anchorage set complete with bearing plate.56 M-166 Shrubs each 15.09 M-193 Wooden ballies 2" Dia for bracing each 24. one m long each 30.65 M-164 Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 15.12 M-188 Unstaked lime M-189 kg 153.57 M-180 Super plastisizer admixture IS marked as per 9103-1999 M-181 Synthetic Geogrids as per clause 3102. kg 41.60 M-190 Water based cement paint litre 121.37 M-191 Welded steel wire fabric kg 39.75 M-163 Selected earth cum 23.90 M-160 Sapling 2 m high 25 mm dia each 23.75 58 .92 each input each input M-170 M-171 Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level M-172 Steel drum 300 mm dia 1.8 and approved design and specifications.39 M-177 Steel wire rope 40 mm kg 40.81 M-173 Steel helmet and cushion block on top of pile head during driving.96 M-176 Steel wire rope 20 mm kg 40.92 M-185 Timber cum 49591.37 M-167 Sludge / Farm yard manure @ 0.10 M-174 Steel pipe 25 mm external dia as per IS:1239 metre 128.83 M-168 Sodium vapour lamp each input M-169 Square Rubble Coursed Stone cum 316. sqm input M-182 Through and bond stone each 12.97 M-195 Wooden packing cum input M-196 Wooden staff for fastening of flag 25 mm dia.60 M-194 Wooden ballies 8" Dia and 9 m long each 594.18 cum per 100 sqm at site of work for turfing cum 691.95 M-179 Structural Steel tonne 33878.49 M-175 Steel pipe 50 mm external dia as per IS:1239 metre 229. Overheads for Road Works 0.10 Contractors profit for Road Works 0.10 Overheads for Bridge Works 0.25 for input of Overheads or Contractors profit please type in collum C as like below Overheads for Bridge Works (Rehabilitation) 0.10 Lead from Mixing Plant to working site 16 km Lead for E/W borow area to site 7 km Lead for fly ash from source to site 1 km 59 .30 Type symble of apostrope(') then input value then one space then symble of percentage (%) for example '08 % Contractors profit for Bridge Works 0. 00 Item 12.00 Item 12.8 (A) PCC Grade M15 including OH & CP for Open Foundation by Mixer cum 6206.8 (C) RCC 60 . Material & Mechinery by Mixer cum 5349.9 Painting angle iron post two coats sqm 57. Material & Mechinery by Mixer cum 4607. Material & Mechinery by Mixer cum 5039.7 (Addl) B) Random Rubble masonary in cement mortor 1:6 (including OH & CP) cum 4693.00 Item 12.00 Item 12.00 Item 12. Material & Mechinery by Batching Plant cum 5376.6 (A) Cement mortor 1:3 (Excluding OH & CP) cum 3926.8 (A) PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour.00 Item 8.11 (C) i PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.00 Item 12. Material & Mechinery by Mixer cum 4978.00 Item 12. Material & Mechinery by Mixer cum 4680.00 Item 12. Material & Mechinery by Mixer cum 4941. Material & Mechinery by Mixer cum 5131. Material & Mechinery by Batching Plant cum 5119.00 Item 12.00 Item 12. Material & Mechinery by Mixer cum 5018.8 Painting Two Coats on New Concrete Surfaces sqm 66.00 Item 12. Material & Mechinery by Batching Plant cum 5087.8 (F) PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour.8 (D) PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour.00 Item 12.00 Item 12.8 (D) PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour.8 (H) RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour.8 (C) RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour.8 (H) RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant cum 5666.00 Item 12. Material & Mechinery by Batching Plant cum 5054.00 Item 12.8 (H) RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour.00 Item 12. Material & Mechinery by Mixer cum 5141.00 RCC Grade M20 including OH & CP for Open Foundation by Batching Plant cum 6849.00 Item 12. Summary of Rates calculated and used for analysis of rates of other items Unit Rate per cm height per letter 0.6 (B) Cement mortor 1:2 (Excluding OH & CP) cum 4831.00 Item 12.8 (F) PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour. Material & Mechinery by Mixer cum 4340.7 (A ) Course Rubble masonary in cement mortor 1:3 (including OH & CP) cum 3294.6 (D) Cement mortor 1:6 (Excluding OH & CP) cum 2679.8 (G) RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour.00 Item 12.8 (E) RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour.8 (E) RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour.3 Printing new letter and figures of any shade (ii) English Roman Item 8.8 (B) PCC PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour.00 Item 12.8 (H) RCC Grade M35 including OH & CP for Open Foundation by Batching Plant cum 5666.11 (C) ii PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.00 Item 12.00 Item 12.Items No.11 (C) i PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour. Material & Mechinery by Batching Plant cum 4790.00 Item 12.00 Item 12.8 (D) PCC Grade M25 including OH & CP for Open Foundation by Batching Plant cum 7209.00 Item 12.40 Item 8.00 Item 12.00 Item 12.8 (G) RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour. Material & Mechinery by Batching Plant cum 5150. Material & Mechinery by Batching Plant cum 5502.8 (C) RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour. Material & Mechinery by Batching Plant cum 5325.1(E) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum 13320. Material & Mechinery by Batching Plant cum 5446.5 mm thickness sqm 23.00 Item 5.2 A Supplying .9 Case-I Surface Dressing Case-I 19 mm nominal chipping size sqm 87. Material & Mechinery by Mixer cum 5470.17 Fog Seal sqm 33.00 Item 5.00 Item 14.00 Item 5.00 Item 5.00 Item 5.fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP tonne 38944.00 Item 12.11 (C) iv PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.00 Item No.13 Excavation for Structures (Manual Means) cum 199.11 (C) iii PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.15 Case-II Slurry Seal Case-II 3 mm thickness sqm 39. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm sqm 73. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm sqm 63.00 Item 5. 3.11 (C) iv PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.1(C) RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant cum Item 14.11 (F) iv PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant cum 7424.00 Item 5.00 61 6183.6 Supplying.00 Item 5.00 Item 5. Case-IV Bitumen Impregnated Geotextile sqm 152.00 Item 5.00 Item 12.11 (C) iv PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant cum 7816.21 Case-II Crack Prevention courses.71 Item 14.1(C) RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant cum Item 14.1(B) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum 8427.00 Item 14.11 (C) ii PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.00 Item No. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % sqm 94. Material & Mechinery by Mixer cum 5386.21 Case-III Crack Prevention courses.1(A) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum 7842.Item 12.21 Case-I Crack Prevention courses.15 Case-I Slurry Seal Case-I 5 mm thickness sqm 57.00 Item 12. Material & Mechinery by Batching Plant cum 5363.00 5153.00 Item 12.9 Case-II Surface Dressing Case-II 13 mm nominal size chipping sqm 70.13 Excavation for Structures (Mechenical Meanse) cum 48. fitting and placing HYSD including OH & CP for sub-structure tonne 52583.00 Item 12.00 Item 13.15 Case-III Slurry Seal Case III 1.11 (C) iii PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour.21 Case-IV Crack Prevention courses.00 Item 14. 3.00 Item 12.00 . Carriage Lead Surface Road Km. Mokama 13 0 0 62 . Type of material Lead Chart for different Construction Material 1 2 3 1 Stone Boulders cum Mirzachowki 193 0 0 2 Stone Metal cum Mirzachowki 193 0 0 3 Stone Chips cum Mirzachowki 193 0 0 4 Sand cum Kiul 28 0 0 5 Local Sand cum Local 2 0 1 6 Steel (TMT Bars) MT Mokama 13 0 0 7 Cement MT Mokama 13 0 0 8 Bitumen (Packed) MT Barauni 19 0 0 9 Bitumen (Emulsion) MT Paharpur 578 0 0 10 Bitumen (CRMB) MT Barauni 19 0 0 11 Stone Aggregate as a GSB cum Mirzachowki 193 0 0 12 Brick No Local 7 0 1 13 Hume Pipe m. Name of Quarry Unit S. Carriage Lead Unsurface Road Km. No. Carriage Lead Katcha Track Km. 4 = 8.40 8 / 5 x 13.40 8 / 5 x 13.08 = 10.80 138.) 10 9 Calculation Finshed Carriage (By Rail) Cost in Rs.67 + 0 x 17.P & O.83 8 / 4. in Rs.08 = 13.59 x 5.08 110.40 8 / 8 x 6.00 - - - - - - - = 7 x 21.24 1.08 = 21.92 7 Rail 1315.20 26. No.8 x 5.315.08 + 202.13 = 193 x 9.312.87 Distance From Mokama Rail Yard to Work Site = 3 Stone Chips = 2.56 = 13 x 5.708% (Col.5 + 0 x 13.76 125.0 Km.40 8 / 8 x6.5 = 8.1 + 960.93 + 110 = 2 Mokama 11 Brick = 17 x 8. Name of Quarry Type of material Unit By Rail / Road S. 13. By Rail Distance in between Mirzachowki to Mokama = 191.50 8 / 8 x 13. Railway Freight per cum.08 202.08 202.2016 80.5 = 12 Hume Pipe Road m.80 110.59 x 5. 18 Km. 0 4 Carriage Cost Katcha Road Per Km.20 - 796.32 + 138 = - - 341.26 - 51.10 193 0 0 8 / 5 x 5.32 8 / 10 x 6.64 + 0 x 10.5 = 6.8 + 41.67 + 0 x 17.32 + 0 x 5.40 8 / 8 x 6.20 202.4 + 0 x 6.90 - Local Sand cum = 17 x 9.4 = 9.60 (2x2) x 6.5 = 10.568.5 = 10.10 795.33 + 0 x 22.60 - - - cum Road cum Stone Aggregate as a GSB - 16.56 = 1568.93 110.04.8 x13.4 + 0 x 20.93 110.44 138.08 = 22.67 8 / 6 x 13.40 cum 40.4 = 0 Local = 17 x 7.00 17 1 0 8 / 4.50 8 / 8 x 13.93 110.20 8 / 6 x 6.64 8 / 5 x 6.08 = 21.89 110. By Rail Distance in between Paharpur to Mokama = 547.40 8 / 8 x 6.80 - - - - 16.83 + 0 x 21.4 = 8.08 = 52.64 + 0 x 10.93 + 110 = 5 10 - 193 16.40 8 / 5 x 13.08 + 138 + 149.10 - 16.93 + 110 + 796.11+12) 8 / 4.90 138.00 - - - - - - 8 / 8 x 5.4 = 5.00 140.07 = Mirzachowki Rail (1x5 + 2x7 + 3x9 + 10+14+15+16+17) Finshed Carriage (Min.26 - 51.20 8 / 6 x 6.83 8 / 4.5 + 0 x 13.64 8 / 5 x 6. in Rs.83 + 0 x 21.08 + 202.10 Road cum Kiul 28 0 0 8 / 5 x 5.5 = 6.5 + 0 x 13.41 + 1 x 11.5 = 10.08 138. .4 = 5.00 8 / 4.6 + 43 = - 1 0 No 1333.0 Km. factor 8 15 % Development Surcharge (Col.30 1.26 - 51. By Road : 1 Stone Boulder = 1.10 - - - - - - 8 Cement Road MT Mokama 13 0 0 8 / 8 x 5.10 1380.46 + 138 = - - 194.70 - - = 578 x 5.4 + 1 x 20.46 138.10 - - - - - 578 0 0 8 / 8 x 5.4 = 7.8 + 138 + 690.26 = 193 x 9 + 0 x 10.64 + 1 x 10.08 + 202. Wagon Load) 8 / 4.03 Total Distance for Road Carriage = 63 5.0 Km. in Rs.73 0 0 8 / 6 x 5.5 = 1.80 138.9 41.00 6 Rate per Tonne in Rs.30 1777.1 + 80 + 53.08 = 13.60 1875.20 8 / 10 x 13.41 + 0 x 11.6 + 40.5 = 10.40 8 / 8 x 6.08 = 20.00 149.10 - - - - - 13 0 0 8 / 8 x 5.08 = 17. Loading and Unloading from Rail yard to work site (Cost in Rs.50 8 / 8 x 13. 11+12+13) x Multi.08 + 110 + 149.75 - 8 / 5 x 5.00 - - - - - - - 51.8 + 110 + 734.4 + 0 x 20. Carriage Cost for different Construction Material (Without C.08 202.4 = 7.08 = 13. Cost in Rs.5 = 6.30 - - = 13 x 5.08 = 13.6 + 0 x 26 + 1 x 52.Stone Boulders cum Road cum Stone Metal cum Road cum Stone Chips Service Tax 3.60 - 148.00 149.380. 3 Mirzachowki Rail 4 2 Mirzachowki Rail 3 1 Mirzachowki Rail 2 Carriage Lead Unsurface Road Km.4 = 5.08 = 17.75 1527.44 + 138 = - 0 13 Road 1.00 325.67 8 / 6 x 13. : Multiplaying Factor for conversion rate per tone in to rate per cum.08 = 22.32 138.50 8 / 8 x 13.73 = = 13 x 5.16 (2x2) x 13.10 193 0 0 8 / 4.00 53. (col.08 = 20. 14 x 3.2 + 0 x 8.00 1312.5 = 11. 193 Carriage Cost Surface Road Per Km.5 = 8.2 + 1 x 8.708%) 12 13 14 15 16 17 - - - - - - - 10.07 + 138 + 140.20 - 734.8 x 6.2 + 0 x 10.21 - 272.60 = 193 x 7.80 110.08 = 20.16 3323.5 = 7 5 % Busy Season Surcharge 9.00 17 1 0 8 / 6 x 5.00 - - - - - - - = 13 x 4.50 8 / 8 x 13.08 = 13.5 = 6.5 = 6.5 = 11.4 = 8.2 + 202.4 + 0 x 6.4 = 21.00 17 1 0 8 / 4.89 + 110 + 162.90 1926.4 = 9.00 325.4 = 5 Loading and Unloading Cost in Rs.30 = 2 x 8. Adopted for Analysis) Cost in Rs.20 - 690.64 8 / 5 x 6.08 + 202.0 Km.4 + 0 x 6.4 + 0 x 6.08 + 202.59 x 6.60 - Sand Bitumen (Emulsion) 43.16 * Notes = Unit per Cum.93 + 110 = - Road cum Steel (TMT Bars) 39.64 8 / 5 x 6.59 x 6.00 Paharpur 7 0 1 (2x2) x 5.4 = 5.8 x13.44 138.1 = - - 304.59 x13.8 + 138 = = 17 x 9 + 1 x 10.30 - - = 19 x 5.33 8/4.33 + 0 x 22.08 = 20.5 + 0 x 13.40 8 / 5 x 13.4 + 0 x 20.76 Distance From Mirzachowki Quarry to Mirzachowki Rail Yard = 2 Stone Metal = 1.4 + 43.08 202.41 8 / 4.92 - - - - 43. Mokama 13 0 0 8 / 10 x 5.1 = - - 272.00 = 28 x 8.00 325.20 734.52 5. Carriage Lead Katcha Track Km.92 = 351.00 17 1 0 8 / 5 x 5.8 x 5.4 = 4.44 + 138 + 734.00 162.5 + 0 x 13.5 = 10.10 - - - - - 9 Bitumen (Packed) Road MT Barauni 19 0 0 8 / 8 x 5.33 8/4. Road cum 1 Carriage Lead Surface Road Km.4 = 9.52 = 193 x 8.8 x 6.8 + 110 = - 6 Road MT 1.H) Effective from 01.4 + 0 x 6.00 325. Terminal Charges Rs 80 per MT 11 Finshed Carriage (By Road) Cost in Rs.59 x13.64 + 0 x 10.08 202.333.4 = 5. 0 Carriage Cost unsurface Road Per Km.1 = 8.93 110.1 = Local Road MT 960.41 8 / 4. 714.km tonne.00 50.04.00 B Cement Concrete Grade M-15 & M-20 cum 372.) Clearing and Grubbing Road Land .Summary of Rate Analysis SOR Effective from 01.00 C Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No.00 cum cum 496. D Dry rubble masonry E Dismantling stone pitching/ dry stone spalls.00 213. 202( b) & ( c) II A Cement Concrete Grade M-15 & M-20 B Prestressed / Reinforced cement concrete grade M-20 & above Dismantling Brick / Tile work (ii) A In lime mortar B In cement mortar C In mud mortar D Dry brick pitching or brick soling Dismantling Stone Masonry (iii) A Rubble stone masonry in lime mortar B Rubble stone masonry in cement mortar.km 6.00 B In area of thorny jungle hectare 72. bushes.1 2.00 (iv) Girth above 1800 mm each 1. branches and removal of stumps. bridges.00 Loading and Unloading of Boulders by Manual Means Loading and Unloading of Cement or Steel by Manual Means and stacking.(Clearing and grubbing road land including uprooting rank vegetation. cement concrete grade M-10 and below cum 323. including Cutting of Trunks. including cutting of trunks.00 (iii) Girth from 900 mm to 1800 mm each 726. excluding time for haulage and return trip) cum 134. grass. CHAPTER-2 SITE CLEARANCE 2.2 1. Descriptions Unit Rate CHAPTER-1 CARRIAGE OF MATERIALS 1.881. wood work.00 245. shrubs.3 1. dumping. roots.90 15.00 203.) By Manual Means:A In area of light jungle B In area of thorny jungle By Mechanical Means Dismantling of Structures (Dismantling of existing structures like culverts.1 1.338. including T&P and scaffolding wherever necessary. (Placing tipper at loading point. turning for return trip.00 223. stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. loading with front end loader.00 782.00 A In area of light jungle hectare 60. cement concrete.00 cum tonne 167.km tonne.874. sorting the dismantled material.2016 Item No. 64 .00 273.204.00 cum cum cum cum 223.00 193.00 273.00 203. steel work.4 Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum.80 (i) Girth from 300 mm to 600 mm (ii) Girth from 600 mm to 900 mm each each 205.3 (i) (ii) 2. C Rubble Stone Masonry in mud mortar.00 tonne.00 cum 887. retaining walls and other structure comprising of masonry.00 397.00 hectare hectare 37. Branches and Removal (Cutting of trees.00 cum cum cum cum cum 243.50 7. saplings and trees girth up to 300 mm. 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.4 (i) I Cutting of Trees. disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement Concrete By Manual Means A Lime Concrete. Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road (ii) Unsurfaced Gravelled Road (iii) Katcha Track and Track in river bed / nallah bed and choe bed. 00 438.80 metre metre metre 129.00 cum 100.00 182.10 Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth.10 Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.00 299.352. breaking to pieces not exceeding 0. grades and cross sections.00 8.67 cum cum 494. foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.00 cum cum sqm 349. Extra over item No( V ) A and( V ) B for cutting rivets. stacking serviceable and unserviceable materials separately) 2.00 1000 numbers 870. grades and cross sections. Unit Rate cum 223.00 175.00 11.7 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.6 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres.00 2.04.00 cum 302.00 tonne tonne tonne 1.5 I II 2. trimming bottom and side slopes.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres.00 cum 456.00 74.9 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) metre 23. stacking serviceable and unserviceable materials separately) By Manual Means A Bituminous courses B Granular courses By Mechanical Means A Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools.6 A Up to 600 mm dia B Above 600 mm to 900 mm dia C Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres. In lime/Cement mortar Scraping of Stone from dismantled stone masonry A In cement and lime mortar B In Mud mortar (viii) 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 (ix) earthwork and dismantling of masonry works.2016 Item No. and transporting to the embankment location within all lifts and lead upto 1000m) A Mechanised B Manual Method 3.00 cum 1.75 2.00 828. trimming of bottom and side slopes in accordance with requirements of lines.) 65 .Summary of Rate Analysis SOR Effective from 01.00 (vii) 2.) A 5th KM stone B Ordinary KM Stone C Hectometre Stone CHAPTER-3 EARTH WORK.9 cum bucket capacity including cutting and loading in tippers.) metre 66. stacking serviceable materials and unserviceable materials separately. EROSION CONTROL AND DRAINAGE 3. F (iv) (v) A B C (vi) A Descriptions Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. in accordance with requirements of lines.00 810. (Excavation for roadwork in soil with hydraulic excavator of0.00 each each each 298. Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Scraping of bricks dismantled from brick work including stacking.077.30 cum 92. Including dismembering Excluding dismembering.00 cum cum 591.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres.00 36.8 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) metre 15.00 2. 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.00 3.00 (iii) for grading-III Material cum 3.00 (i) for grading. carriage of mixed Material to work site.00 (ii) for grading.II Material cum 2.00 3. transporting to site.18 Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. spreading.00 By Mix in Place Method (Construction of granular sub-base by providing close graded material.04.00 3. watered.148. ) sqm 22.base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.11 Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation.I Material cum 3. storing of top soil by road side at 15 m internal and re-application on embankment slopes.14 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. loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) sqm 5.19 Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level Case-I of500 mm below the subgrade level.I Material cum 2.II Material cum 3. Descriptions Unit 3.) cum 79. cut slopes and other areas in localities where the available embankment material is not conducive to plant growth) 3.208.817. spreading in uniform layers with motor grader on prepared surface. BASES ( NON. grading to required slope and compacted to meet requirement of table No.2016 Item No.00 Stripping and Storing Top Soil (Stripping.17 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) cum 168.00 Case-II :Compacting original ground supporting embankment cum 43. 300-2) cum 301.00 cum 183.783. laying in uniform layers with paver in sub. grading to required slope and compacting to meet requirement of table 300-2) cum 262. mixing by mix in place method with rotavator at OMC. spreading.16 Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads.Summary of Rate Analysis SOR Effective from 01.1 Granular Sub-base with Close Graded Material (Table:.400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material.BITUMINOUS) AND SHOULDERS 4. laying.00 3. transporting to site. complete as per clause 401) B (iii) 4. and compacting with vibratory roller to achieve the desired density. complete as per clause 401 ) A (i) for grading.61 3.614. graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.80 3.20 Rate CHAPTER-4 SUB-BASES.113. spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density.00 cum 2.12 for grading-III Material Wet Mix Macadam (Providing.) CHAPTER-6 CEMENT CONCRETE PAVEMENTS 66 .15 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.114.00 (ii) for grading.00 cum 3. mixing in a mechanical mix plant at OMC.) cum 76. 986. fixed over aluminium sheeting. fixed over aluminium sheeting.781.9 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. aggregate gradation after blending to be as per table 600-1.00 ( iii ) 60 cm circular each 4.00 ( v ) 60 cm x 45 cm rectangular each 4.6 Direction and Place Identification signs with size more than 0.04. joint filler.00 ( ii ) 60 cm equilateral triangle each 3. 60 cm below ground level as per approved drawing) sqm 12.2016 Item No.9 sqm size board. 60 cm below ground level as per approved drawing) sqm 12.4 ( vii ) 90 cm high octagon 8. laid with a paver with electronic sensor.9 sqm size board.base (Construction of dry lean cement concrete Sub.864. transported to site.00 ( i ) 90 cm equilateral triangle each 5.2 CHAPTER-8 TRAFFIC SIGNS. 2 mm thick with area exceeding 0.1 Cement Concrete Pavement (Construction of un-reinforced.3.The finished surface to be level. Arrows etc on Roads in Two Coats on New Work (Painting lines. expansion. admixtures as approved.3. spread. Dashes. maximum size of coarse aggregate not exceeding 25 mm. 2 mm thick with area not exceeding 0.reflectorised Traffic signs (Providing and fixing of retro. dowel jointed. optimum moisture content to be determined during trial length construction. (Providing and erecting direction and place identification retro. laid with a fixed form or slip form paver.00 each 8.reflectorised cautionary. the size of coarse aggregate not exceeding 25 mm.324.5 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 6.) 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.11 Painting Lines.14 Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980.00 cum 6. dowel bar. fixing in position including painting and printing etc) 67 .00 8. finishing and curing. joint sealant.751.00 (ii) Up to 10 cm in width sqm 87.5 Direction and Place Identification signs upto 0. compacting with 8-10 tonnes vibratory roller. fixed over aluminium sheeting.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm.883.5 mm is exclusive of surface applied glass beads as per IRC:35 .base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383. uniform and free from streaks and holes.376. demarcation at site and traffic control ) (i) Over 10 cm in width sqm 99. MARKINGS & OTHER ROAD APPURTENANCES Retro. 1.641.482. tie rod. mixed in a batching plant. plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum. arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface.Summary of Rate Analysis SOR Effective from 01. mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm.00 sqm 791. including cleaning the surface of all dirt. compacted and finished in a continuous operation including provision of contraction.3. mixed in a batching and mixing plant as per approved mix design. dust and other foreign matter. aggregate cement ratio not to exceed 15:1.00 8. concrete strength not to be less than 10 Mpa at 7 days. 60 cm below ground level as per approved drawing) 8. 2 Nos. transported to site.00 (vi ) 60 cm x 60 cm square each 5.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. curing compound. dashes.00 8. coarse and fine aggregate conforming to IS 383. thickness of 2.00 ( iv ) 80 mm x 60 mm rectangular each 6. separation membrane. cement content not to be less than 150 kg/ cum.) Unit Rate cum 3.530. finishing to lines and grades as per drawing ) 6. Descriptions Dry Lean Cement Concrete Sub. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801. debonding strip. construction and longitudinal joints.reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801. sealant primer.667. 00 C RCC Grade M20 Case I Using concrete mixer cum 6.5 12. fixed in position including finishing and lettering but excluding painting) each 465.15 Road Delineators (Supplying and installation of delineators (road way indicators.00 B PCC Grade M20 cum 6. placed in foundation and compacted by vibration including curing for 14 days.2 metres high above ground.726. including setting out.00 8.049.849. complete as per approved drawings) 8.065.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967.765.20 CHAPTER-12 FOUNDATIONS Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification.) Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering.588.00 Case II With Batching Plant.209. 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.00 4.00 cum 6.692.315.2016 Item No.00 77. 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) A PCC Grade M15 cum 6. Transit Mixer and Concrete Pump cum 7.00 D E F PCC Grade M25 RCC Grade M25 PCC Grade M30 Case I Using Concrete Mixer 68 .00 (iii) Hectometer stone (Precast) each 599.00 Case II With Batching Plant. Transit Mixer and Concrete Pump cum 7. removal of stumps and other deleterious matter.00 Case II With Batching Plant.589. painted black and white in 15 cm wide stripes.829.00 3.4 12. buried or pressed into the ground and confirming toIRC-79 and the drawings.04. Descriptions Unit Rate (i) 5th kilometre stone (precast) each 3.00 (ii) 3 m to 6 m depth cum 127.00 8.00 cum 5.00 Case I Using concrete Mixer cum 7.00 (iii) Above 6 m depth cum 170. 80-100 cm high above ground level.00 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing. hazard markers. 2 m centre to centre.365. 1.158.1 I Ordinary soil A Manual Means (i) upto 3 m depth cum 99.) each 1.6 A B C D 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.Summary of Rate Analysis SOR Effective from 01.) 12.206.00 2. construction of shoring and bracing. Transit Mixer and Concrete Pump cum 6. fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top.00 Case I Using concrete Mixer cum 7.00 93.083.305.00 (ii) Ordinary Kilometer stone (Precast) each 2.00 cum cum cum cum 3.763. dressing of sides and bottom and backfilling with approved material.325. object markers).00 cum 7.926.00 Mechanical Means B (i) Depth upto 3 m (ii) Depth 3 m to 6 m (iii) Depth above 6m cum cum cum 68.00 12.00 metre 1. 336.00 7.694.043.838.00 8.508.) 15.00 cum 6. Transit Mixer and Concrete Pump RCC Grade M20 E Height upto 5m (p) Case I Using concrete Mixer Case II With Batching Plant.00 cum 3.00 cum 3.00 tonne 52.04.131.590. Transit Mixer and Concrete Pump PCC Grade M30 D Height upto 5m (p) Case I Using concrete Mixer Case II With Batching Plant.40 Unit Rate cum 7.245.2016 Item No. Transit Mixer and Concrete Pump RCC Grade M25 F Height upto 5m (p) Case I Using concrete Mixer Case II With Batching Plant.473.644.00 7.330. Transit Mixer and Concrete Pump 12. Transit Mixer and Concrete Pump Height 5m to 10m (q) Case I Using concrete Mixer Case II With Batching Plant.239.2 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.968.4 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 15.00 cum 6.00 cum cum 7.397.00 cum cum 7.3 m cast in cement concrete of Grade M15 cum 6.529.479.00 7.00 B Cement Concrete blocks of size 0.00 cum cum 7.00 cum cum 7. fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications CHAPTER-13 SUB-STRUCTURE 13.00 8.564. Transit Mixer and Concrete Pump CHAPTER-15 A RIVER TRAINING AND PROTECTION WORKS 15.3x0.Summary of Rate Analysis SOR Effective from 01.00 7.00 cum cum 7. Descriptions Case II Using Batching Plant.079. Transit Mixer and Concrete Pump Height 5m to 10m (q) Case I Using concrete Mixer Case II With Batching Plant.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 69 .00 Supplying.346.00 cum cum 7.3 x0.00 A Stone/Boulder cum 3.466.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (p) Height upto 5m PCC Grade M20 B (p) Height upto 5m PCC Grade M25 C Height upto 5m (p) Case I Using concrete Mixer Case II With Batching Plant. Division. 6. 0 to Km.40 of NH-80 in the State of Bihar under N. . 1. Drawings Details Plan and Profile Drawing at Bridge Location Typical Cross Section. Lakhisarai at Munger. Junction Improvement and other Miscellaneous Drawing 70 Drawing No.H.Improvement of Stretch and Junctions at Km.