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| 1 | CONSTRUCTION PUMP HOUSE : Earth work in excavation of foundation in all kinds soil within initial lead of 50mts.& lift of 1.50mts. including dressing and levelling the bed etc.complete. |
| 2 | Filling foundation & plinth with sand including cost of all labour, materials, carriage, royality, watering and ramming etc. complete. |
| 3 | C.C.(1:4:4) in foundation using 4cm.size H.G.C.B. metal including cost of all labour, materials, carriage, royality, curing etc. complete. |
| 4 | Fly Ash Brick masonry in C.M.(1:6) in F&P including cost of all labour, materials, carriage, royality, etc. complete |
| 5 | Fly Ash Brick masonry in C.M.(1:6) in Super Structure including cost of all labour, materials, carriage, royality, etc. complete |
| 6 | 12mm. thick C.P.(1:4) with punning and bitumen painting including cost of labour ,materials, carriage, royality, curing and T&P etc. complete. |
| 7 | Filling Foundation and plinth with excavated materials including cost of all labour, T & P etc. complete. |
| 8 | Rigid smooth centering and shuttering for R.C.C. works including false work and dismantling them after casting, cost of all labour, materials, T & P etc. complete. i.Roof slab & RCC Chajja |
| 9 | Plinth Band |
| 10 | Lintel |
| 11 | R.C.C. (1:2:4) using 12mm. size H.G.C.B. chips including cost of labour, materials, carriage, royality, curing, centering and shutering etc. complete. |
| 12 | M.S. reinforcement for R.C.C. work including cutting, bending, binding, tying the grills ,placing in position, cost & conveyance of steel etc. complete. |
| 13 | 12mm.thick C.P.( 1:6 ) to outer walls including cost of all labour ,materials, carriage, royality, curing and T&P etc. complete. |
| 14 | 16mm. thick C.P.( 1:6 ) to inner walls including cost of all labour ,materials, carriage, royality, curing and T&P etc. complete. |
| 15 | 12mm. thick C.P.( 1:6 ) with puning including cost of labour ,materials, carriage, royality, curing and T&P etc. complete. |
| 16 | 6mm thick C.P.( 1:4 ) to R.C.C. surface finished smooth including closed deep chiping and slury treatment. |
| 17 | C.C.( 1:3:6 ) below Flooring using 4cm.size H.G.C.B. metal including cost of all labour, materials, carriage, royality, curing , T & P etc. complete. |
| 18 | 2.5cm thick A.S. flooring ( 1:2:4 ) using 12mm.size HGCB chips including cost of all labour, materials, carriage, royality, curing, T&P etc. complete. |
| 19 | Supplying, fitting and fixing of M.S.door.shutter with choukhat of approed design and made of C.R. sheet ,M.S.flat, and M.S. angle including labour charges of fabrication, fabricated iron aldrop, tower bolt, handle etc.complete. |
| 20 | Supplying all labour T&P and materials at site for providing & fixing in position 50mm thick precast concrete Jally (1:2:4) with HG chips of 12mm size as sky light including roughening, cleaning, fixing & finishing in C.M (1:3) etc. complete as per direction of Engineer-In-Charge. |
| 21 | Priming one coat over the C.P including cost of all labour, materials, T&P etc. complete. |
| 22 | Weather coat two coats of any approved shade including cost of all labour, materials, T&P etc. complete. |
| 23 | Distempering two coats with any approved shade including cost of all labour, materials, etc. complete. |
| 24 | Painting two coats over a coat of priming of any approved shade including cost of all labour, paint, primer, T & P etc. complete. |
| 25 | Const. of compound wall : Earth work in excavation of foundation in all kind of soil with in initial lead of 50mt & initial lift of 1.50mt including dressing & levelling the bed etc. complete |
| 26 | Filling in foundation and plinth with sand including watering & ramming. |
| 27 | CC (1:4:8) in foundation using 4 cm size HGCB granite Metal including all cost of conveyance and royalty of materials. |
| 28 | Fly Ash brick masonry in C:M. (1:6) in F&P including cost of all labour, materials, carriage, royalty, etc. Complete |
| 29 | Fly Ash brick masonry in C.M. (1:6) in Super structure including cost of all labour, materials, carriage, royalty, etc. Complete |
| 30 | Filling foundation and plinth with excavated materials including cost of all labour, T&P etc. complete. |
| 31 | 2.5 cm thick Damo proof Course in C.C. (1:2:4) using 12 mm size hard broken granite chips including cost of all materials, labour, carriage, royalty, curing and taxes etc. Complete. |
| 32 | 12mm thick CP (1:6) to outer walls including cost of all labour, materials, carriage, royalty, curing etc. Complete. (Both side Walls) |
| 33 | 16mm thick C.P. (1:6) to inner walls including cost of all labour, materials, carriage, royalty, curing and T&P etc. Complete. (Both side Walls) |
| 34 | Supplying and fixing M.S grill gate of size 8’0” x 4’0” including cost of all materials, labour, conveyance and taxes etc. Complete. @2 Kg/sft |
| 35 | Priming one coat over the cement plaster including cost of all labour, materials, T&P etc. complete. |
| 36 | Weather coat two coats of any approved shade including cost of all labour, materials, T&P etc. complete. |
| 37 | Painting two coats over a coat of priming of any approved shade including cost of all labour, paint, primer, T&P etc. Complete. |
| 38 | Development of Site & Approach Road : Earth work in excavation of foundation in all kinds’ soil within initial lead of 50mts & lift of 1.50mts. Including dressing and levelling the bed etc. Complete. |
| 39 | Filling in foundation and plight with sand including cost of all labour, materials, carriage, royalty, watering & ramming etc. Complete. |
| 40 | C.C. (1:2:4) in foundation using 12mm.size HGCB chips including cost of all labour, materials, carriage, royality, curing etc. Complete. |
| 41 | INTERNAL electrification TO PUMP HOUSE : Wiring to light point / fan point with 1.5 sqmm FR PVC single core multistand cupper conductor of ISI marked with 20mm. dia. non metalic PVC flexible conductor with 5A 250V piano type switch is marked and ceiling rose is marked mounted on MS box having front bakelite cover of suitable size, MS bow with 1.00 sqmm. FR PVC single core multistrand cupper conductor as earth wire including cost of all materials & required labour charges and taxes materials etc all complete as per the direction of Engineer-in-charge. i.Short point |
| 42 | Medium poiint |
| 43 | Long point |
| 44 | Fan point |
| 45 | Sub main Wiring along with Earth wire. The following size of PVC insulated single core multistand heavy duty PVC flexible conductor 1.6sqmm. in surface including cost of all materials & required labour charges and taxes materials etc all complete as per the direction of Engineer-in-charge. ( Make - Finolex / Anchor / V guard / Havels / L&T ) excluding to group - C ( 2 x 1.5mm2 + 1 x 1.00mm2 ) |
| 46 | Surface wiring to 3 pin 5 Amp / 6Amp socket outlet with2 x 1.5sqmm. For PVC insulated single core multistrand copper conductor of ISI marked in cress 20mm.dia. non metalic PVC flexible conduct with piano type switch phenolic laminated sheet suitable size ISI marked MS box and earthing point with 1 x 1.5sqmm. FR PVc insulated single core multistrand copper conductor for loop earthing etc. as required as per the direction of Engineer-in-charge. ( Make - Finolex / Anchor / V guard / Havels / L&T) i.( a ) Separate point |
| 47 | ( b ) On existing board |
| 48 | Surface wiring to Sub main along with the following size of PVC insulated single core multistand heavy duty PVC flexible conductor ISI marked in 20mm.dia. non metalic heavy duty flexible conduct 1.6sqmm. in surface including cost of all materials & required labour charges and taxes materials etc all complete as per the direction of Engineer-in-charge. (Make - Finolex / Anchor / V guard / Havels / L&T) i.( a ) 2 x 2.5 sqmm. + 1 x 1.5 sqmm. |
| 49 | ( b ) 4 x 6 sqmm. + 1 x 2.5 sqmm. |
| 50 | ( a ) Supply all materials, labour & T&P for S&F of standard earthing confirming to IS 3043/1987 including supply & fixing of 38 mm / 40 mm dia heavy duty GI pipe 3 mtrs long confirming to IS 1239 Part-1/1990. The pipe shal have 12 mm da perforted holes at 15 cm interval centre to centre up to 2.5 mtrs height from the bottom. Excavation of pit size of 0.75 mtrs X 3 mtrs . The earth pit shall have alternate layer of charcoal & salt around the electrode up to a depth of 465 mm from the bottom with fitting & fixing of copper plate of size 12\"X12\"X4 mm at bottom of the pipe with soldering complete with No. 10 copper wire bolted with copper plate etc all complete as per the direction of Engineer-in-charge |
| 51 | ( b ) S/F of extra earth lead in No - 6 G.I.wire |
| 52 | S / F of main switch ( IS 13940 Part 3 / 1993 ) of following capacity on adjusting surface / wall mounting and complete with HRC fuse link , inter connection , fixed on MS frame with nuts & bults by drilling holes on MS frame complete with all accessories including cost of all materials & earthing connection etc all complete as per the direction of Engineer-in-charge. i.( a ) 32 Amp ICDP main switch with M.S. board ( RK / Havels / Anchor ) |
| 53 | ( b ) 100 Amp ICTPN Main switch ( RK / Havels / Anchor ) |
| 54 | S/F of copper Bus bar suitable size metal encloser on MS angle frame with proper grouting on including all connection all complete as per the direction of Engineer-in-Charge. i.( a ) 100 Amp Copper Bus Bar |
| 55 | Supply all materials, labour & T&P for 100 Amp Kitkat of good quality to be fixed inside the pump house etc all complete as per the direction of Engineer-in-charge |
| 56 | S / F of 4 way MCB ( Havels / HP / Cona ) |
| 57 | S /F of 1 x 40 watt Tube light Pati fitting ( make - Philips / Bajaj / PAC ) |
| 58 | S / F of 1 x 24 watt T-5 street light fitting complete. ( make - Philips / Bajaj / PAC) |
| 59 | DISTRIBUTION SYSTEM & RISING MAIN : Earth work for excavation of an foundation in all kinds of soil including dressing and leveling the bed and breaking clods to maximum 5cm to 7cm and depositing the excavated materials at places away from the work site within 50m initial lead w & 1.5m initial lift as directed by the Engineer-In charge. |
| 60 | Supplying all labour, & T&P materials for Filling Foundation & plinth with excavated earth well screened including well watered and rammed, cost, conveyance & royalty of all materials to work site etc. complete as directed by the Engineer-in-charge. |
| 61 | Laying HDPE pipes & specials of following outer dia for all classes including jointing by heating application method and testing as per PH specification including earth work in excavation of pipe line trench in all kinds of soil and filling the trench after laying of pipe line, cost of all labour, T&P, taxes etc. complete but excluding the cost of HDPE pipe and specials as per direction of E.I.C. i.90mm dia HDPE Pipe (PN-6) |
| 62 | Supplying of all materials labour T&P, welding Rod, Gas etc for fabricating & welding of different sizes of GI pipes & Specials confirming to technical specification as per the site condition whatever necessary including supply of equipments like DC generator set with welding machine & cables tec. and painting with two coats of red oxide primer & enamel paints all complete as per direction of Engineer-in-charge. i.100mm dia G.I Pipe (TATA/JINDAL M.G) |
| 63 | 80mm dia G.I Pipe (TATA/JINDAL M.G) |
| 64 | Labour charges for fitting & fixing C.I. D.F sluice valve, N.R valve, Air valve for water works purpose for the following rating and nominal dia meter including cost of C.I. D.F S. valve, N.R valve & Air valve including cost of all labour, T&P, taxes, cost of nut, bolt & rubber insertion etc. all complete as per specification & direction of Engineer-in-Charge. i.80mm CIDF Sluice Valve |
| 65 | 100mm CIDF Sluice Valve |
| 66 | 80mm CIDF N.R Valve |
| 67 | 15mm Air valve (including fixing of saddle) |
| 68 | Cutting of metalled road/ cement concrete road/ bitumen road for passing of pipe line including making good the damages and filling the top of trench with 0.30mtr. wide and 0.30mtr. thick PCC (1:2:4) to prevent the occasional damage of pipe line laid using 12mm size HGCB metal including cost of all labour, materials, carriage, royalty, curring and all taxes etc. complete as per specification and direction of the Engineer-in-Charge. i.Concrete Road |
| 69 | Supply of HDPE pipe confirming to IS : 4984-1995 including cost of solvent cement & specials of required at site i.e. different size of coupler, bends, tee, reducing tees, reducer socket, end caps, service saddle, tail piece, flange etc. of 10Kgf/Cm2 as required at site including cost of materials, carriage & taxes all complete as per the direction of E.I.C. i.90mm dia HDPE Pipe (PN-6) |
| 70 | Supplying of following size of Sluice valves, reflux valves and air valves as per ISI specification including cost, conveyance, taxes etc. all complete as per the direction of Engineer-in-Charge. i. 100mm CI D/F Sluice Valve |
| 71 | 80mm CI D/F Sluice Valve |
| 72 | 80mm CI D/F N.R Valve |
| 73 | 15mm Air valve (including fixing of saddle) |
| 74 | Supplying of variable speed submessible pump set suitable for pump including all taxes and carriage of materials and lowering of submerssible pump set including all necessary connection etc. complete as per the direction of E.I.C. i. 7.50HP Horizontal pump set (H-80.00mtr., D-3.93 Lps) |
| 75 | 3.00HP Vertical pump set (H-80.0mtr., D-1.37Lps) |
| 76 | Supplying of Auto start three phase star delta control panel. |
| 77 | Supplying of 4sqmm three core submerssible flat cable. |
| 78 | Supplying of 6sqmm three core armoured all. Cable. |
| 79 | Supplying of 50mm dia HDPE pipe for lowering of motor (PE-80, PN-10) |
| 80 | Construction, Testing & Commissioning of RCC Under Ground storage reservoir 50,000 ltr. Capacity including cost of all labour, materials, pipes, fittings, valves, lighting arrestor, steel ladder etc. complete as per approved drawing, design and the direction of E.I.C. |
| 81 | Design, Drawing, Construction, Testing & Commissioning of RCC Elevated Storage Reservoir 50,000 ltr. Capacity with 15.00 mtr. stagging including cost of all materials, pipes, fittings, valves & Testing soil for SBC & site development for approach road to ESR etc. complete as per the direction of E.I.C. |
| 82 | The contractor shall maintain the PWS project for Five (5) calendar years from the completion date of defect liability period of one year in such a manner that all the house hold of the PWS Scheme covered area will get (adequate) required quantity of supply water taking supply hour as 8hour/day without facing any problem.The contractor shall repair and replace any types of defect arise within 24 hr of receipt of complaint either from public or from Department . The contractor shall maintain all structure of the PWS schemes as per terms and conditions of DTCN & technical specification mentioned in Section-5. Please Enable Macros to View BoQ information |
