| 1 | 1 | Carriage of Jallalabad sand (Lead 90 Km) \n6 Km to 90 Km | t1 | 123 | Cum |
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| 2 | 2 | Carriage of Pathankot Sand + Bajri (Lead 320 Km) \n6 Km to 320 Km | t2 | 160.3 | Cum |
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| 3 | 3 | Carriage of Filter Media (Lead 320 Km)\n6 Km to 320 Km | t3 | 21 | Cum |
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| 4 | 4 | Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- \n(i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling..\n(ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | t4 | 2126.25 | Cum |
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| 5 | 5 | (iii) Extra for rolling to specifications Earth filling | t5 | 2126.25 | Cum |
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| 6 | 6 | Extra for wet earth work from bottom of excavation upto level of sub soil water | t6 | 50.79 | Cum |
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| 7 | 7 | Extra for wet earth work from level of sub\nsoil water upto 30 cm above | t7 | 7.13 | Cum |
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| 8 | 8 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | t8 | 25.72 | Cum |
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| 9 | 9 | Shuttering for faces of concrete foundation and foundation beams (Vertical or battering) | t9 | 12.8 | Sqm |
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| 10 | 10 | Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. when curved. | t10 | 230.19 | Sqm |
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| 11 | 11 | Centering & Shuttering for sides and soffits of beams Girders, Lintels etc. | t11 | 9.36 | Sqm |
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| 12 | 12 | Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc. | t12 | 66.46 | Sqm |
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| 13 | 13 | Centering & Shuttering for RCC domes | t13 | 30.04 | Sqm |
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| 14 | 14 | Cement concrete 1:8:16 With brick ballast 32mm / 40mm gauge mixing by mechanical means using concrete mixer volumetric type | t14 | 6.95 | Cum |
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| 15 | 15 | Cement Concrete 1:8:16 with 40 mm gauge stone aggregate using concrete mixer volumetric type. | t15 | 1.16 | Cum |
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| 16 | 16 | CC 1:4:8 with stone ballast 40mm gauge using concrete mixer volumetric type. | t16 | 18.91 | Cum |
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| 17 | 17 | Cement concrete 1:2:4 with stone ballast or single block to fix floating arm using concrete mixer volumetric type. | t17 | 0.2 | Cum |
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| 18 | 18 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in foundation and plinth. | t18 | 0.22 | Cum |
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| 19 | 19 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. | t19 | 16.8 | Cum |
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| 20 | 20 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. | t20 | 2.02 | Cum |
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| 21 | 21 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. | t21 | 6.29 | Cum |
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| 22 | 22 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. | t22 | 33.35 | Cum |
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| 23 | 23 | DPC 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sq.mt. laid in hot and sanded. | t23 | 2.74 | Sqm |
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| 24 | 24 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. | t24 | 7.57 | Sqm |
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| 25 | 25 | First class burnt brick work laid in cement sand\nmortar 1:5 in foundation and plinth | t25 | 12.48 | Cum |
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| 26 | 26 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. | t26 | 38.47 | Cum |
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| 27 | 27 | 115 mm thick brick wall work in cement sand mortar 1:4 without reinforcement in super structure | t27 | 2.74 | Sqm |
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| 28 | 28 | Hoisting RCC bed plates and placing in\nposition. | t28 | 3 | Cum |
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| 29 | 29 | Terracing consiting of tiles 2.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing | t29 | 38.96 | Sqm |
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| 30 | 30 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. | t30 | 3 | Each |
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| 31 | 31 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3. | t31 | 3 | Each |
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| 32 | 32 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. | t32 | 9.6 | mtr |
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| 33 | 33 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.\n | t33 | 3 | Each |
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| 34 | 34 | Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. | t34 | 3 | Each |
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| 35 | 35 | Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material | t35 | 7.47 | Sqm |
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| 36 | 36 | Sand filling under floor and in wells of bridge\nfoundation including handling withing 100 metres | t36 | 5.28 | Cum |
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| 37 | 37 | 40mm thick grey terrazo topping rubbed and polished to a granolithic fincish under layer 34mm thick cement concret 1:2:4 and top layer 6mm thick with 3mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 Kg of ordinary grey cemetn and 0.05 cum of white marble chippings) | t37 | 29.77 | Sqm |
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| 38 | 38 | Providing & fixing glass strips 4mm thick in floors\nb) 40 mm wide | t38 | 37.82 | mtr |
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| 39 | 39 | Cement Pointing 1:2 flush on flat brick flooring. | t39 | 760.5 | Sqm |
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| 40 | 40 | Cement Pointing 1:2 flush on Brick on edge flooring. | t40 | 12.71 | Sqm |
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| 41 | 41 | 12.5mm thick cement plaster 1:2 | t41 | 15.46 | Sqm |
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| 42 | 42 | 12.5 mm thick cement plaster 1:2 Cement rendering on plaster 1mm thick | t42 | 2.97 | Sqm |
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| 43 | 43 | 12.5mm thick cement plaster 1:3 | t43 | 350.46 | Sqm |
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| 44 | 44 | 12.5mm thick cement plaster 1:4 inside wall of P.C | t44 | 74.67 | Sqm |
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| 45 | 45 | Plastering on under side of ceiling 10mm thick cement plaster 1:3. | t45 | 62.95 | Sqm |
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| 46 | 46 | 12.5mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and\nsanded | t46 | 10.1 | Sqm |
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| 47 | 47 | Mud plaster 25 mm thick without gobri leeping including all materials on floors & roofs. | t47 | 760.5 | Sqm |
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| 48 | 48 | Cement Pointing 1:2 deep variety. | t48 | 82.89 | Sqm |
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| 49 | 49 | Extra for 4mm thick addition cement plaster 1:4 (On LDPE film) 6mm thick cement plaster covered | t49 | 2132.5 | Sqm |
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| 50 | 50 | White washing (two or more coat) | t50 | 65.84 | Sqm |
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| 51 | 51 | White washing (Three coats) | t51 | 96.75 | Sqm |
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| 52 | 52 | Finishing walls with water sotuble exterior paint such. | t52 | 251.01 | Sqm |
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| 53 | 53 | Painting two coats including priming coats on new wood work | t53 | 22.38 | Sqm |
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| 54 | 54 | Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. | t54 | 12.18 | Sqm |
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| 55 | 55 | Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)\n(b) 25mm thick | t55 | 1.2 | Sqm |
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| 56 | 56 | Nuts & Bolts of all sizes and length required | t56 | 30 | kg |
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| 57 | 57 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete | t57 | 42.85 | per Qtl |
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| 58 | 58 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD cification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete\n(b) Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter.\n | t58 | 42.36 | mtr |
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| 59 | 59 | Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation manually & back filling complete as per specification.\n63mm o/d (6 Kgf./cm2)\n | t59 | 144 | mtr |
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| 60 | 59.01 | 90mm o/d (6 Kgf./cm2) | t60 | 8911 | mtr |
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| 61 | 59.02 | 110mm o/d (6 Kgf./cm2) | t61 | 1863 | mtr |
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| 62 | 59.03 | 160mm o/d (6 Kgf./cm2) | t62 | 79 | mtr |
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| 63 | 60 | Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation mechnical & back filling complete as per specification for more than 3 Mtrs street width.\n63mm o/d (6 Kgf./cm2) | t63 | 96 | mtr |
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| 64 | 60.01 | 90mm o/d (6 Kgf./cm2) | t64 | 5961 | mtr |
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| 65 | 60.02 | 110mm o/d (6 Kgf./cm2) | t65 | 1252 | mtr |
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| 66 | 60.03 | 160mm o/d (6 Kgf./cm2) | t66 | 82 | mtr |
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| 67 | 60.04 | 200mm o/d (6 Kgf./cm2) | t67 | 2520 | mtr |
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| 68 | 61 | Providing Stringing out, cutting Jointing &testing for C.I. Double Flanged pipes with casted flanged as per IS:7181, class-B(ISI marked with the prior approval for Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients jointed with nut bolts and rubber Insertion fitted complete including all cartage .(d) 200mm i/d\nc) 150 mm i/d | t68 | 4 | mtr |
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| 69 | 61.01 | b) 100 mm i/d | t69 | 10 | mtr |
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| 70 | 62 | Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in- Charge conforming to ISI specifications. Note: If C.I specials of ISI Marked is used\nintead of specials confirming to ISI Specifications , than 10% extra on rates of this item will be paid.\na) C.I. specials upto 300mm i/d | t70 | 245 | Per kg |
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| 71 | 63 | Providing & fixing C.I/D.I. flanged end, stem of SS (AIS 1410) and Bronzel (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approved of Engineer-in-charge) \n Class PN-1 as per ISI\n(a) 80 mm i/d Sluice Valve Flanged | t71 | 34 | Each |
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| 72 | 63.01 | (b) 100 mm i/d Sluice Valve Flanged | t72 | 15 | Each |
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| 73 | 63.02 | (c) 150 mm i/d Sluice Valve Flanged | t73 | 8 | Each |
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| 74 | 63.03 | (d) 200 mm i/d Sluice Valve Flanged | t74 | 4 | Each |
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| 75 | 64 | Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS-5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. Complete Note: If Non-return vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.\n(d) 150mm i/d | t75 | 1 | Each |
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| 76 | 64.01 | (c) 100mm i/d | t76 | 2 | Each |
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| 77 | 65 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete | t77 | 117 | kg |
|---|
| 78 | 66 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass,including cost of Specials such as tees, bends, sockets elbow etc., cutting,threading and testing in trenches in the ground complete.\n(e) 50mm i/d | t78 | 30 | mtr |
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| 79 | 67 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete.\n(e) 50mm i/d | t79 | 3 | Each |
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| 80 | 68 | Providing and placing in horizontal layers filtering mei/d screened, washed and cleaned as described below :-\nTop layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. | t80 | 21 | Cum |
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| 81 | 69 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawing of public health department. (Size 0.60 x 0.60 Mtr.) | t81 | 49 | Each |
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| 82 | 69.01 | (Size 0.90 x 0.90 Mtr.) | t82 | 10 | Each |
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| 83 | 70 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar\nworks having straight or open cuttings in foundations trenches etc. with 3D Excavator/JCB including manually dressing of bed,trimming of sides and side slopes to full\ndimension and depth as shown on the drawings or as shall be required by Engineerin-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/ structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. | t83 | 32.06 | Cum |
|---|
| 84 | 71 | Excavation in Soil (any type) using Hydraulic\nExcavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. | t84 | 47.92 | Cum |
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| 85 | 72 | First Class Brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to template, over dressed foundation and to correct longitudinal and cross slopes as shall required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. | t85 | 191.99 | Sqm |
|---|
| 86 | 73 | First class flat brick paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. | t86 | 3496.26 | Sqm |
|---|
| 87 | 74 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete opping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).\n(iii) Medium duty | t87 | 2 | Each |
|---|
| 88 | 75 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm nd over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. | t88 | 20 | Each |
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| 89 | 76 | Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/ bakelite/ white/ glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases.\n(I) a Fan points 1.5 mm² (1/1.40 mm) cable | t89 | 1 | Each |
|---|
| 90 | 76.01 | (ii) Light points 1.5 mm² (1/1.40 mm) cable | t90 | 2 | Each |
|---|
| 91 | 76.02 | (iv) Wiring 3 Pin 6 AMP plug control | t91 | 1 | Each |
|---|
| 92 | 77 | Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/ bakelite/ white/ glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases.\n(I) wiring fan points 1.5 mm² (1/1.40 mm) cable | t92 | 1 | Each |
|---|
| 93 | 77.01 | (ii) Light points 1.5 mm² (1/1.40 mm) cable | t93 | 4 | Each |
|---|
| 94 | 77.02 | (iv) Wiring 3 Pin 6 AMP plug control | t94 | 1 | Each |
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| 95 | 78 | Earthing with electrolytic Copper Tape rivetted (with 5Nos. copper rivets)/Steel Nut & bolts (with 4Nos. 32mm long, 8mm thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 4.50 metre (14.76 feet) below ground level in the hole of excavation having bore dia.125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 8metre in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 3metre long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-\na) Earthing with 20mm x 3mm Copper Tape\n(upto 8Metre in Length) | t95 | 3 | Each |
|---|
| 96 | 79 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with\nrubber tyton joints fitted complete including all cartage, cost of rubber ring. 100mm i/d | t96 | 95 | mtr |
|---|
| 97 | 79.01 | 150mm i/d | t97 | 30 | mtr |
|---|
| 98 | 80 | Providing and Placing Tibba Sand including Carraige.\n(a) Bed (25mm thick) \n(b) For embankment\n(c) Earth filling in existing tank | t98 | 1063.13 | Cum |
|---|
| 99 | 81 | Providing & placing LDPE 250 micron film on side slope & in bed including over lapping over the 25mm thick mud plaster. | t99 | 2311.34 | Sqm |
|---|
| 100 | 82 | Providing & Fixing floating arm in position complete with sluice valve long spindle band wheel brackets and guides complete in all respects. \n150mm i/d 2.85 Mtr Long | t100 | 1 | Each |
|---|
| 101 | 83 | Providing solvent free epoxy resin primer for protective coatings – Procoat SNC or Zoriprime EPF or Equivalent (Coverage : 3 Kg unit covers about 13m2 for DFT of about 120 micron.)- three coats for inside of the water tank including roof dome including VAT and labour Cess. | t101 | 197.81 | Sqm |
|---|
| 102 | 84 | Providing MS steel square bars of 10mm x 10mm mesh welded with suitable locking arrangement complete in all respects | t102 | 4 | qtl |
|---|
| 103 | 85 | Supplying & fixing bell mouth with puddle collar Material shall be duty ISI marked and of reputed brand should be used (b) 150 mm i/d | t103 | 6 | Each |
|---|
| 104 | 86 | Supply of erection of KWH Meter on any existing surface with G.I. nuts & bolts/rag bolts with nuts and washers including drilling of hole and making connection etc. as required. \na) Single Phase KW M. Meter (Energy Meter) Projection Mounting 2.5/5 Amp. or 10/20 Amp Pointer or cyclodial dial type. | t104 | 1 | Each |
|---|
| 105 | 87 | Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve | t105 | 2 | Each |
|---|
| 106 | 88 | Providing & fixing Rubber Jain. | t106 | 42 | Each |
|---|
| 107 | 89 | Provision for taking out existing filter media (top layer) from filter beds stacking the same out side filter beds and washing cleaning & placing the same into filter beds | t107 | 20 | Cum |
|---|
| 108 | 90 | Washing of 2nd to 5th layer and placing the same | t108 | 31.2 | Cum |
|---|
| 109 | 91 | Washing cleaning false floor slab with brush placing the same in original | t109 | 375 | Each |
|---|
| 110 | 92 | Washing cleaning filter beds with brush in original condition | t110 | 3 | Each |
|---|
| 111 | 93 | Placing the filter media (top layer) in filter beds (CTP) | t111 | 3 | Each |
|---|
| 112 | 94 | Provision for making foundation for raw water set and clear water set | t112 | 3 | Each |
|---|
| 113 | 95 | Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.) | t113 | 2 | Each |
|---|
| 114 | 96 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting\nPVC pipe 63mm o/d | t114 | 240 | Mtr |
|---|
| 115 | 96.01 | PVC pipe 90mm o/d | t115 | 14851 | Mtr |
|---|
| 116 | 96.02 | PVC pipe 110mm o/d | t116 | 3106 | Mtr |
|---|
| 117 | 96.03 | PVC pipe 160mm o/d | t117 | 131 | Mtr |
|---|
| 118 | 97 | Providing & fixing Water Connection complete in all respect. (As per Analysis) | t118 | 361 | Each |
|---|
| 119 | 98 | Providing installing testing & commissioning one no. electrically actuated | t119 | 1 | Each |
|---|
| 120 | 99 | Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, directly coupled to pump reputed make motor pump horizontal split casing with panel board consisting of electric appliances. Such as automatic L&T starter, L&T push button, L&T main switch L&T volt meter and Amp. Meter, ELCB Havells, Epcos shunt capacitors, Single phase prevent-er L&T, LED indicator, Kitkat Max, complete in all respect\nRaw water Pumping Set 2.50 BHP | t120 | 1 | each |
|---|
| 121 | 99.01 | Clear water Pumping Set 5.00 BHP. | t121 | 1 | each |
|---|
| 122 | 99.02 | Raw water Pumping Set 17.50 BHP.\nAt canal | t122 | 1 | each |
|---|
| 123 | 100 | Construction of 1 No. RCC OHSR of 50 cum capacity with 20.00 mtr height upto FSL including the cost of inlet, outlet, overflow & scour pipes, CI duck foot bends, expansion joints, puddle collars, lightening conductor, earthing, MS steel ladder of the tank portion stair case with GI pipe railing on both sides ventilation, own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tonne per sqm safe bearing capacity will be paid as per CSR+ prevailing ceiling premium including plinth protection complete in all respects | t123 | 1 | each |
|---|
| 124 | 101 | Providing and fixing 400mm dia double reamed pile at 6.50 m length each. As per Annexure-II | t124 | 60 | Each |
|---|
| 125 | 102 | Provision for 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate with masonry pillars complete in all respects. | t125 | 1 | Each |
|---|
| 126 | 103 | Provision for construction of footpath with cement concrete Interlocking paver block in side water works complete in all respects. (As per Analysis) | t126 | 50 | mtr |
|---|
| 127 | 104 | Providing & Fixing Sign Board at water works | t127 | 1 | Each |
|---|
| 128 | 105 | Providing & fixing electric fan & regulator etc. Fan shall be duly ISI marked and of reputed brand should be used. | t128 | 1 | Each |
|---|
| 129 | 106 | Providing & fixing CFL 25 W bulb shall be duly ISI marked and of reputed brand should be used. | t129 | 2 | Each |
|---|
| 130 | 107 | Providing & fixng light CFL 15 w. CFL bulb shall be duly ISI marked and of reputed brand should be used. | t130 | 2 | Each |
|---|
| 131 | 108 | Dewatering of Subsoil water | t131 | 3116.5 | cft |
|---|
| 132 | 109 | Providing, Installing, commissioning of Pressure Sand Filtration Plant of Capacity 20 Cum/hr and operation & maintenance of pressure sand filtration plant of 3 months. Complete in all respects as per DNIT Specifications (Annexure-A) & Special conditions (Annexure-B) attached . | t132 | 1 | job |
|---|
| 133 | 110 | Credit of existing old Machinery | t133 | 1 | job |
|---|
| 134 | 111 | Opr. & Maintenance of Water Supply for 3 months after completion of works including cost of Alum, liquid chlorine etc. excluding Electricity charges. (3 Month) | t134 | 1 | job |
|---|
