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| 1 | The scope of work includes re-laying of the water supply distribution pipeline from Birubari to Lal Ganesh (RHS) including excavation, pipe laying, supply and installation of valves and fittings, construction of valve chambers, civil works, road restoration, testing, commissioning, and preparation of as-built drawings as per the specifications and directions of the Engineer. BoQ for Re-Laying Pipe Line from Lal Ganesh To Barsapara Stadium Junction (DMA 7S18)-(Group-2) Scope of Work:-PROCUREMENT OF WORKS FOR SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF PIPE LINE FROM LAL GANESH TO BARSAPARA STADIUM JUNCTION (DMA 7S18)-GROUP 2 Item No. Description Units Quantity Rate (Rs) Amount in rupees Remarks Basic Taxes Basic Taxes Total |
| 2 | EARTHWORK |
| 3 | Earth work for excavation of foundations, pipe trenches, valve chambers, thrust blocks, etc. in all kinds of ordinary soils such as murum, sand, sandy silt, clay, kankar etc. or in combination. Excavation shall include the removal of WBM roadway surfaces, brick surfacing, including dressing, compaction of the bottoms of the excavation, shoring and strutting wherever required, dewatering whenever required, removal of the excavated soil, stockpiling and disposal of surplus excavated soil off-site as directed by the Employer's Representative. (a) 0.0 to 1.5 m from GL Cum 1475.25 0.0 0.0 0.0 0.0 |
| 4 | Earth work for excavation of foundations, pipe trenches, valve chambers, thrust blocks, etc. in all kinds of ordinary rock, Excavation shall include the removal of asphalt and concrete road surfacing, including dressing, compaction of the bottoms, shoring and strutting wherever required, dewatering whenever required, removal of the excavated rock, stockpiling and disposal of surplus excavated rock off-site as directed by the Employer's Representative. (a) 0.0 to 1.5 m from GL Cum 532.39 0.0 0.0 0.0 0.0 |
| 5 | Earth work for excavation of foundations, pipe trenches, valve chambers, thrust blocks, etc. in all kinds of hard rock (blasting prohibited), Excavation shall include dressing, compaction of the bottoms, shoring and strutting wherever required, dewatering whenever required, removal of the excavated rock, stockpiling and disposal of surplus excavated rock off-site as directed by the Employer's Representative. (a) 0.0 to 1.5 m from GL Cum 2.76 0.0 0.0 0.0 0.0 |
| 6 | Providing and Backfilling of pipe trenches, foundations, etc. with contractor's supplied approved crusher dust, including placing in layers not exceeding 20 cm in depth each, and compacting each layer, complete as per the specification and as directed by the Employer's Representative. Sub Total of Item No. 1 0.0 0.0 0.0 |
| 7 | PIPELINES, SPECIALS AND APPURTENANCES |
| 8 | Supplying DI Specials and fittings with plain, double socket, socket & flanged and double flanged end connections as required, with lining and coating as per the specification, and IS 9523 with EPDM rubber gaskets as per IS 5382 as required for successful completeion of the work. This item includes third party inspection, transportation, freight, loading and unloading, stacking etc. all complete for various sizes of DI specials and fittings as noted with the following end connections. (a) Tee's, Socket, collar, tail pieces, flanged tapers, socketed tapers, flanged spigot short pipes, flanged socket short piece, all bends, end caps, barrel piece, dismantling joints etc. required for suitable completion of the works. MT 0.91 0.0 0.0 0.0 0.0 |
| 9 | Supply, delivery & Stacking of Ductile Iron Pipes IS marked conforming to IS 8329:2000 OR EQUIVALENT INTERNATIONAL STANDARD Centrifugally Cast (SPUN) Pressure Pipes for water with Socket, Spigot ends and tyton joints in standard working lengths of 5.5 & 6m for classification K-9 as per details given below suitable for Push- on Joint (Rubber Gasket Jointing) with cement mortar lining inside the pipes as per Annexure-“B” and Zinc Coating with a finishing layer of Epoxy Resin (Blue Epoxy) on external surfaces as per Annexure-“A”. All Annexure are as per IS 8329:2000 OR EQUIVALENT INTERNATIONAL STANDARD. Specifications are described in section IV-Technical Specification (a) 100mm ID Dl - K9 pipe m 648.0 0.0 0.0 0.0 0.0 (b) 150mm ID Dl - K9 pipe m 126.0 0.0 0.0 0.0 0.0 (c) 200mm ID Dl - K9 pipe m 636.0 0.0 0.0 0.0 0.0 (d) 250mmDNDI - K9 pipe m 38.0 0.0 0.0 0.0 0.0 |
| 10 | Handling, aligning, laying and jointing of K-9 DI pipe to other pipe and to Contractor furnished fittings and specials, with EPDM rubber O-rings (as per IS 5382) and flange gaskets (as per IS 12288) and the specifications. This item includes transportation of pipes, specials and fittings from the storeyard to the project site, stacking of pipe and fittings as per BIS requirements, loading, unloading, hoisting, lowering, marginal cutting and grinding wherever necessary, assembling, jointing, providing temporary supports etc., all complete with approved equipment, for pipe of the following diameters. (a) 100mm ID Dl - K9 pipe m 648.0 0.0 0.0 0.0 0.0 (b) 150mm ID Dl - K9 pipe m 126.0 0.0 0.0 0.0 0.0 (c) 200mm ID Dl - K9 pipe m 636.0 0.0 0.0 0.0 0.0 (d) 250mmDNDI - K9 pipe m 38.0 0.0 0.0 0.0 0.0 Sub Total of Item No. 2 0.0 0.0 0.0 |
| 11 | VALVES AND APPURTENANCES |
| 12 | Supplying of following diameters DI double flanged ends Sluice valve as per IS 14864 with end cap and all accessories required for fixing and jointing, and shall include anti-corrosive painting etc. all complete. The rate shall include all local and central taxes, third party inspection, transportation, freight charges, loading and unloading, conveyance to storeyard and stacking the same, with cost of all labour and material. The item shall be as per specification, drawing and as directed. (a) 100 mm dia PN 1.6 Nos, 15.0 0.0 0.0 0.0 0.0 (b) 150 mm dia PN 1.6 Nos. 4.0 0.0 0.0 0.0 0.0 (c) 200 mm dia PN 1.6 Nos. 2.0 0.0 0.0 0.0 0.0 |
| 13 | Handling, aligning and installing in true to line and level DI double flanged Sluice Valves (IS 14864) of the following diameters. This item includes transportation of valves and accessories from the storeyard to the project site, loading, unloading, hoisting, lowering, assembling and jointing including the cost of all jointing materials such as rubber gaskets, nuts, bolts, etc., and providing temporary supports, as per the specifications and drawings. (a) 100 mm dia PN 1.6 Nos. 15.0 0.0 0.0 0.0 0.0 (b) 150 mm dia PN 1.6 Nos. 4.0 0.0 0.0 0.0 0.0 (c) 200 mm dia PN 1.6 Nos. 2.0 0.0 0.0 0.0 0.0 Sub Total of Item No. 3 0.0 0.0 0.0 |
| 14 | VALVE CHAMBERS |
| 15 | Supplying and Construction of RCC and Brick masonry chambers for valves, hydrants, flow meters etc. including cost of PCC and RCC work, cost of supply and bending and binding of steel with required shuttering, cost of brick work with plaster from inside and outside, precast slabs and supply and installation of SFRC frame and coves wherever required, cost of RCC drain pipes etc. including all the miscellaneous items of work, but excluding the supply and installation of pipes and specials, valves etc. The item shall be as per specification, drawing and as directed. (a) Chamber for Sluice valve TYPE S1 Nos. 14.0 0.0 0.0 0.0 0.0 (b) Chamber for Wash out valve TYPE W1 Nos. 6.0 0.0 0.0 0.0 0.0 (c) Chamber for Dead End Washout valve TYPE W2 Nos. 1.0 0.0 0.0 0.0 0.0 (d) Chamber for Valve Chamber A1 Nos. 1.0 0.0 0.0 0.0 0.0 (e) Chamber forValve Chamber FH Nos. 1.0 0.0 0.0 0.0 0.0 Sub Total of Item No. 4 0.0 0.0 0.0 |
| 16 | MISCELLENEOUS CIVIL WORK |
| 17 | Plain Cement Concrete Work Providing and placing plain cement concrete (PCC) of one of the following grades for thrust blocks, anchor blocks, anti floatation blocks, etc. with 20-40mm stone aggreate (crusher broken) including finishing the surface, shuttering and staging, curing etc. as per the specifications and drawings and as directed by the Employer's Representative. (a) Grade M15 concrete Cum 0.9 0.0 0.0 0.0 0.0 (b) Grade M20 concrete Cum 0.9 0.0 0.0 0.0 0.0 |
| 18 | Providing and placing reinforced cement concrete (RCC) of one of the following grades with 10- 20 mm stone aggregate (crusher broken) including shuttering and staging, curing etc. as per the specifications and drawings and as directed by the Employer's Representative. (a) Grade M20 concrete Cum 6.86 0.0 0.0 0.0 0.0 (b) Grade M25 concrete Cum 6.86 0.0 0.0 0.0 0.0 |
| 19 | Reinforcement Steel Providing and fabricating steel reinforcement with Fe 415 grade steel for RCC work including straightening, cuting, bending, placing in position and tying (including cost of tie wire),taxes and duties, transportation etc. all complete, as per specifications and drawings and as directed by the Employer's Representative. kg 1372.29 0.0 0.0 0.0 0.0 Sub Total of Item No. 5 0.0 0.0 0.0 |
| 20 | ROAD RESTORATION |
| 21 | Reconstruction of WBM Roads (a) Providing and laying of Granular Sub Base (GSB), as per specification drawing and as directed. Cum 225.6 0.0 0.0 0.0 0.0 (a) Providing, laying, spreading and compacting stone aggregates of specific sizes as per specification and drawing to water bound macadam including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of stone screenings & binding material, and completer as per specification drawing and as directed. Cum 304.63 0.0 0.0 0.0 0.0 |
| 22 | Reconstruction of Bituminous Asphalt Roads (a) Providing and laying of Prime Coat, as per specification drawing and as directed. Sqm 1451.8 0.0 0.0 0.0 0.0 (b) Providing and laying of Tack coat (TC), as per specification drawing and as directed. Sqm 1451.8 0.0 0.0 0.0 0.0 (c) Providing and laying of Bituminous Macadam (BM), as per specification drawinq and as directed. Cum 57.92 0.0 0.0 0.0 0.0 (d) Providing and laying of Premix carpet (PC), as per specification drawing and as directed. Sqm 1451.8 0.0 0.0 0.0 0.0 |
| 23 | Reconstruction of Paver Blocks (ICBP) roads a Providing and laying of Interlocking Concrete Block Pavement (ICBP) having thickness 80mm as per IS 15658-2006 (Compressive Strength 47.20N/mm2), all complete, as per specification and drawings. Sqm 96.8 0.0 0.0 0.0 0.0 Sub Total of Item No. 6 0.0 0.0 0.0 |
| 24 | Daywork - Labour |
| 25 | Skilled Labor |
| 26 | Unskilled Labor |
| 27 | Carpenter |
| 28 | Mason |
| 29 | Pipelayer / Fitter Sub Total of Item No. 7 0.0 0.0 0.0 |
| 30 | Daywork - Material |
| 31 | Cement - ordinary Portland type (43 Grade) in 50 kg bags |
| 32 | Provide Fe 415 steel reinforcing bars up to 20 mm diameter as per the specification |
| 33 | Fine aggregate for concrete as per the specification |
| 34 | Coarse aggregate for concrete as per the specification |
| 35 | First class bricks as per the specification Sub Total of Item No. 8 0.0 0.0 0.0 |
| 36 | Day work - Equipment |
| 37 | Dump Truck (min capacity 4 m3) |
| 38 | Water tank truck ( min capacity 11,000 liters) |
| 39 | Mobile crane ( up to 10 ton capacity) |
| 40 | Wheeled bucket excavator (min capacity 0.45 m3) |
| 41 | Wheeled front-end loader (min capacity 0.75 m3) |
| 42 | Compressor (at least 3.2 m3/minute capacity) |
| 43 | Generator (at least 15 kw capacity) |
| 44 | Dewatering Pump (at least 60 m3/hour capacity and 100 mm diameter discahrge) with piping and valvinq |
| 45 | Concrete Mixer (at least 0.25 m3 capacity ) |
| 46 | Portable vibratory plate or ramming compactor Sub Total of Item No. 9 0.0 0.0 0.0 |
| 47 | TESTING, TRIAL RUNS AND COMMISSIONING |
| 48 | Hydraulic testing of the distribution system piping of the following diameters……...as per the specifications and as directed by the Employer's Representative. (a) 80 mm - 200mm internal diameter km 1.45 0.0 0.0 0.0 0.0 (b) Above 200 mm - 300 mm internal diameter km 0.04 0.0 0.0 0.0 0.0 Sub Total of Item No. 10 0.0 0.0 0.0 |
| 49 | PREPARATION OF DRAWINGS |
| 50 | Preparation of Working drawing including carrying out necessary survey and investigation as per specification and directed by Employer's Representative. |
| 51 | Preparation and Submission of the As Built Drawings for the already laid pipe lines and the pipe lines are to be laid under this package: (i)Examining the Feasibility and Establishment of 2 Primary & approximately 30 no’s secondary Ground Control Points (GCP’s) around package project area using dual frequency based DGPS Equipment. It includes the fixing of permanent round steel peg (Benchmark Plate) of approximatey 15 cm diameter at the DGPS Location.(ii) Transfer of existing topographical Survey data layers including the asset,House holds etc.layers to new Coordinates, This assignment includes Georeferencing, Orthorectification & other related processes including Software arrangement for High Resolution Satellite Imagery, as directed by the Engineer. (iii) Onsite Visual Inspection to validate the Laid Assets using the Tablet/Smart GPS with asbulit drawings preparation as directed by the Engineer. (iv) Preparation & Submission of As Built Drawings of the pipe line that are to be laid under this Package. Sub Total of Item No. 11 0.0 0.0 0.0 Grand Total of Item Nos. (1 - 11) 0.0 0.0 0.0 Please Enable Macros to View BoQ information |
