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| 1 | Site clearence cleaning of site includingetc all complete. |
| 2 | Excavation for pipe line trenches inOrdinary soil, (lime, clay or sandIncluding lift up to 1.5m and lead upTo 50m and refilling, watering,Ramming of excavated earth in totrenches and disposal of surplusearth up to 50 m from the center ofthe foundation trenches.HDPE PipePN-6 (O. D.)PE-100 90 mm dia |
| 3 | Concrete with 4 cm gauge B/B , finesand of 1.25 fm fineness modulesand cement in the proportion 1:4:8 infoundation including all materials,labourT&P. |
| 4 | Sand filling in already excavatedtrenches includingnecessary quantity of sand from adistance not exceeding 10 km. fromthe site of work and includingwatering, dressing etc. include allmaterials of the work(i) Volumn of sand filling 90 mm dia(ii) Deduction of pipe volumn 90 mm dia |
| 5 | Supply of the following size and typeof pipes with couplerand all jointing materials such assolvent cement rubber ringsetc.including F.O.R. destination andall taxes, destination andall taxes, insurance and with loading,unloading and stackingetc. completeHDPE/PVC 6KG/CM2110MM |
| 6 | Supply of D.I. K-7/HDPE specialsconfirming to relevent ISS suitablefor above HDPE pipes F.O.R.Destination including all taxes andinsurance.HDPE Pipe PN-6 (O. D.)PE-100 |
| 7 | DI Pipe K-7 |
| 8 | Carting from the store up to 10HDPE Pipe PN-6 (O. D.)PE-100, 90mm dia sizes of pipe and specials tothe site of work lowering them in totrenches and laying true to alignmentand gradient including jointing,testing of pipeline and includingsupply of jointing material such asnut & bolts, rubber insertion, whitelead etc. complate but excluding costof trenching and cutting of pipes etc.For making of lengths but includingmaking joints.HDPE/PVC 6KG/CM2110MM |
| 9 | Supply and Fixing of air valves 25 mm.size as per I.S. 780/1969 class-1 workingincluding taxes and insurance.Sluice valve150mm dia |
| 10 | 125mm dia |
| 11 | 80mm dia |
| 12 | Scour valve80 mm dia |
| 13 | Carting of Air Valves fittings of 25mm sizes to the site of workslowering them into already preparedtrenches and fixing them in positionincluding supply of jointing materialssuch as bolt nut, rubber insertionwhite lead complete with excludingvalues and specials required butincluding the testing etc. completeexcluding values and specialsrequired but including the testing etc.comnlete |
| 14 | Supply and construction of AirValves as per type design includingsupply of all materials labour, T & Petc. com. |
| 15 | Supply and construction of modernas per type single tap pillar typestand post all materials, labourcomplete. |
| 16 | Supply of all materials, labour, T&Petc.Required and construct followingchamber as per department typedesign &Drawing Masonary type.Sluice valve chamber (masonaryType) Fire Hydrant |
| 17 | Air Valve Chamber |
| 18 | Scour Valve Chamber |
| 19 | Scour Valve Chamber |
| 20 | Repairing of leakage in followingsize and type of pipes includingbailing out of water from trenchescutting of distribution main andjointing etc complete including costof all T&P.labour.materialA 200 mm dia PVC/HDPE pipeleakage on earth |
| 21 | B 160mm dia PVC/HDPE pipe leakageon earth |
| 22 | C 140mm dia PVC/HDPE pipe leakageon earth |
| 23 | D 110 mm dia PVC/HDPE pipeleakage on earth |
| 24 | E 90 mm dia PVC/HDPE pipe leakageon earth |
| 25 | F 63 mm dia PVC/HDPE pipe leakageon earth |
| 26 | Crossing of Road for laying pipe lineincluding supply materials labour,T&P etc. complete. 3.5 M wide Road |
| 27 | Provision of House connection with20MM (O.D.) HDPE pipe in distributionline including cast of ferrule, saddle, costof G.I. pipe, juction, T wuth LabourT&P etc. complete as per instructions ofEngineer -in - charge. (drawing no.D-12) |
| 28 | Earth work in Execavation of foundationin ordainary soil including lift up to 1.5mt and lead up under foul position. |
| 29 | Concrete with 4 cm gauge B/B , finesand of 1.25 fm fineness modules andcement in the proportion 1:4:8 infoundation including supply of allmaterials, labour tools and plants comp. |
| 30 | Class 150 sub class A brick work in 1:3cement and course sand mortor infoundation and plinth including supplyof all materials, labour and tools andplants etc all complete at site . |
| 31 | PCC work with cement,course sand 2cm. gauge stone grit in the proportion on1:1/2:3 in top side of Nali and floor ofnali includind all materials labour toolsand plants complete. |
| 32 | Construction of GSB by Providingcoarse graded material spreading inuniform layers with motor grader onprepared surface mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve the desired density complete asper technical cluse- 401. |
| 33 | Providing, laying, WBM Grade-3 with22.4-53mm size Stone Ballast, spreadingand compacting stone aggregates ofspecific sizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith 3 wheeled static roller and fill upthe interstices of coarse aggregate.watering and compacting to the requireddencity G-3 as per TSC 405.3 |
| 34 | LAYING C.C. Road slab consisting of1:1.5:3 cement coarse sand & approved20mm, gauge stone blallst, over preparedsub grade after its reclifications to propercamber & including supply of allmaterials. As per PWD SOR SI NO773B |
| 35 | Baricating of road including all completeat site. |
| 36 | Supply of local sand including cost ofsand, staking, loading, unloading, etc allcomplete at site |
| 37 | (+). Add GST @ 18 %For Total Project Cost Please Enable Macros to View BoQ information |
