Water Supply And Sanitation Department-WSSD has published Augmentation Of Water Supply Scheme For Village Halim Wala Urf Mandi Roran Wali, Block Jalalabad Of District Fazilka (Under Prwssip 1A(I) Wl) Tender For 200Mm I/D Di-K9 Piped Channel, Pump Chamber Near Canal, Pumping Machinery, Storage & Sedimentation Tan. Submission Date for this Tender is 10-08-2020. Pumping Machiney Tenders in Fazilka Punjab. Bidders can get complete Tender details and download the document.
| Name of Work: Augmentation of water supply scheme for village Halim Wala Urf Mandi Roran Wali, Block Jalalabad of District Fazilka (Under PRWSSIP 1A(i) WL) Tender for 200mm i/d DI-K9 Piped Channel, Pump Chamber Near Canal, Pumping Machinery, Storage & Sedimentation Tank of Size 45m X 44m, RCC Suction cum scour well, Pump Chamber 6.10 x 4.88 mtr, Repair of SS Tank, Pressure Sand Filteration Plant of capacity 30m3/hr, RCC Clear Water Tank, RCC OHSR 150 Cum , Pipe line at Head Works, Distribution System, Chlorination Plant, Carriage of Material, Private Water Connection with water meter and other works & '' Opr. & Maintenance for 3 months of water supply system and all other works contingent there to. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Loading of Earth | 5.2 i b | 4998 | Cum |
| 2 | 2 | Carriage of Earth Up to 5 Km | 5.2 i c | 4998 | Cum |
| 3 | 3 | Carriage of material excluding initial lead of 5 Km.\nJallalabad Sand (Av. Lead 65 Km) Upto 50 Km | 6.2g | 103 | Cum |
| 4 | 4 | Carriage of material excluding initial lead of 5 Km.\nGhaggar Sand (Av. Lead 280 Km) Upto 320 Km | 6.6 | 60 | Cum |
| 5 | 5 | Carriage of material excluding initial lead of 5 Km.\nBazri (Av. Lead 280 Km)Upto 310 Km | 6.8 a i | 162 | Cum |
| 6 | 6 | Carriage of material excluding initial lead of 5 Km. Bricks ( Av. Lead 10 Km) | 6.21 | 93800 | 1 No. |
| 7 | 7 | Extra for wet earth work from bottom of excavation upto level of sub soil water | 8.19 | 637.71 | Cum |
| 8 | 8 | Extra for wet earth work from bottom | 9.1 | 32.46 | Cum |
| 9 | 9 | Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- \n(i) Extra for laying earth as per specification for compaction in 20 cm. layers and dressing but excluding cost of rolling.\n(ii) Extra for watering the earth laid in 20cm layers as per specification for compaction with water to be made available by department at natural ground level opposite the site of compaction. | 9.2 | 4998 | Cum |
| 10 | 10 | Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- \n(iii) Extra for rolling to specification Earth filling. | 9.6 | 4998 | Cum |
| 11 | 11 | Extra for earth Taken from Private Land Earth filling around the new S/S Tank with compaction | 9.8 | 4998 | Cum |
| 12 | 12 | 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 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30m. | 10.6 b | 25.72 | Cum |
| 13 | 13 | (a) EARTH FILLING :- (1) Earth filling under floors with surplus soil or soil containing gravel or kankar up to 40% excavation from outside and taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead up to 30 metres. | 10.10 b | 6.85 | Cum |
| 14 | 14 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation 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 up to 60m | 10.12 | 4871.02 | Cum |
| 15 | 15 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.\n63 mm PVC | 10.15 | 170 | Mtr |
| 16 | 16 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.\n90 mm PVC | 10.22 | 1201 | Mtr |
| 17 | 17 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.\n110 mm PVC | 10.28 | 1730 | Mtr |
| 18 | 18 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 11.5 | 21.3 | Sqm |
| 19 | 19 | Centreing and shuttering for faces of walls partions retaining walls and the like (Vertical or Battering ) including attached pilasters, buttresses etc. with curved. | 11.6 | 697.9 | Sqm |
| 20 | 20 | Centering & Shuttering for sides and soffits of beams Girders, Lintels etc. | 13.13 | 9.36 | Sqm |
| 21 | 21 | Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc. | 13.41 | 66.44 | Sqm |
| 22 | 22 | Centering & Shuttering for RCC domesSurface area of dome. | 13.42 | 99.94 | Sqm |
| 23 | 23 | Cement concrete 1:8:16 With brick ballast 40mm gauge. | 13.43 | 6.95 | Cum |
| 24 | 24 | Cement Concrete 1:8:16 with 40 mm gauge stone aggregate. | 13.45 | 1.16 | Cum |
| 25 | 25 | Cement Concrete 1:4:8 with stone ballast 40mm guage using concrete mixer volumetric type. | 13.51 | 36.53 | Cum |
| 26 | 26 | Cement Concrete 1:2:4 with stone ballast or shingle. | 14.06 | 0.29 | Cum |
| 27 | 27 | Reinforced cement concrete M-20 with cement @ 375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth level | 14.1 | 0.22 | Cum |
| 28 | 28 | 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. | 15.9 | 57.84 | Cum |
| 29 | 29 | Reinforced cement concrete M-15mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforce centring and shuttering in superstructure | 15.2 | 2.02 | Cum |
| 30 | 30 | 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 centring and shuttering in foundation and plinth. | 15.43 | 6.29 | Cum |
| 31 | 31 | 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. | 15.7+15.48 | 94.09 | Cum |
| 32 | 32 | 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. | 15.49 | 10.31 | Sqm |
| 33 | 33 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth parapet wall. | 15.59 | 12.73 | Cum |
| 34 | 34 | First class burnt brick work laid in cement sand mortar 1:5 in super structure . | 15.67 | 41.62 | Cum |
| 35 | 35 | Terracing consisting of tiles 22.86 Cm x 11.43 Cm x 3.81 Cm laid over 25 mm mud plaster 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per sqm. On top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. | 16.3 | 38.96 | Sqm |
| 36 | 36 | 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. | 16.14 | 3 | Nos |
| 37 | 37 | Bottom khurra on ground 1.2x 0.60 m 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 | 16.17+16.18 | 3 | Nos |
| 38 | 38 | Providing and fixing 110 mm dia SWR U.P.V.C. Rain water pipe as per ISL 13592 complete | 17.10 iii | 9.6 | Mtr |
| 39 | 39 | Providing and fixing 100 mm dia uP.V.C. Bend for raw water pipe as per IS: 14735 complete | 18.4 | 3 | Nos. |
| 40 | 40 | Providing & fixing 110mm i/d SWR UPVC bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfection or Engineer- incharge. | 18.15 | 3 | Nos. |
| 41 | 41 | Sand filling in floors and in wells of bridge foundation including handling with in a lead of 100m. | 18.18 | 13.68 | Cum |
| 42 | 42 | 40mm thick grey terrazzo toping rubbed & polished to a granule thick finish layer under 34mm thick cement concrete 1:2:4 and top layer 6mm thick with 3mm gauge white marble makrana chips laid in 1:1.5 floor of P.C. | 18.24 | 29.77 | Sqm |
| 43 | 43 | 20mm thick grey terrazo skirting or dado rubbed and polished granoli thick finish under layer 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4mm gauge white marble makrana chipping laid 1.1/2 including rounding the junctions. \nIn side Pump Chamber: | 19.27 | 19.54 | Sqm |
| 44 | 44 | Providing & Fixing glass strips 4mm thick in floors.\n40mm wide | 19.32 B | 37.82 | Mtr |
| 45 | 45 | 12.5mm thick cement plaster 1:2 inside parapet walls. | 28.2 a | 14.96 | Sqm |
| 46 | 46 | 12.5 mm thick cement plaster 1:3\nInside two coats upto 4m & Outside one coat above GL | 28.2 b | 227.52 | Sqm |
| 47 | 47 | 12.5 mm thick cement plaster 1:3 Above 4m | 28.1+28.13 +28.18 \na | 188.57 | Sqm |
| 48 | 48 | 12.5 mm thick cement plaster 1:3 Outside one coat above GL | 28.1+28.13 +28.18 b | 69.04 | Sqm |
| 49 | 49 | 12.5mm Cement Plaster 1:4 in sidewall of Staff Quarter. | 28.1+28.13 +28.18 c | 74.67 | Sqm |
| 50 | 50 | Plastering on under side of ceiling 10mm thick cement plaster 1:3. | 28.1+28.13 +28.18 d | 29.77 | Sqm |
| 51 | 51 | 12.5 mm thick cement plaster 1:2 | 28.13 a | 16.8 | Sqm |
| 52 | 52 | 12.5mm thick cement plaster in damp proof coarse 1:3 with two coats of bitumen 1.65 Kg/Sqm Vertical. | 28.13 b | 10.1 | Sqm |
| 53 | 53 | Cement pointing 1:2 deep variety. | 28.13 c | 82.89 | Sqm |
| 54 | 54 | Extra for 4mm thick addition cement plaster 1:4 (On LPDE film) 6mm thick cement plaster covered | 28.21 | 3588.7 | Sqm |
| 55 | 55 | Cement pointing 1:2 flush on brick on edge flooring | 28.23 | 18.86 | Sqm |
| 56 | 56 | Cement pointing 1:2 flush on brick on flat flooring | 28.24 (a) | 2025.95 | Sqm |
| 57 | 57 | White washing (3 coats) inside walls. | 28.27 a | 96.75 | Sqm |
| 58 | 58 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade. | 28.27 b | 185.16 | Sqm |
| 59 | 59 | Painting two coats including priming coats on new wood work | 28.27 c | 18.6 | Sqm |
| 60 | 60 | Enemal painting door and window | 28.31 | 3.8 | Sqm |
| 61 | 61 | Hollock wood doors & window excluding chowkats, complete fixed in position. \n35mm thick\nDoors, Windows + Vent | 28.35 | 11.57 | Sqm |
| 62 | 62 | Hollock wood cup board shutter including chowkats fixed in position (b)25mm thick | 28.43 | 1.21 | Sqm |
| 63 | 63 | Cold twisted detormed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for RCC works, where not including in the complete rate of RCC including bending and placing in position complete. | 28.66 a | 117.04 | qtl |
| 64 | 64 | Supply & Fixing of pressed steel frames (chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest) including iron lugs (hold fasts) iron hinges, in the frame and cement concrete 1:2:4 for lugs complete. | 28.71 | 42.18 | Rm |
| 65 | 65 | 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) | 28.121 | 170 | Mtr |
| 66 | 66 | 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.\n90mm o/d (6 Kgf./cm2) | 29.29 | 1201 | Mtr |
| 67 | 67 | 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.\n110mm o/d (6 Kgf./cm2) | 29.36 c | 346 | Mtr |
| 68 | 68 | 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.\n160mm o/d (6 Kgf./cm2) | 29.37 | 20 | Mtr |
| 69 | 69 | 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.\n90mm o/d (6 Kgf./cm2) | 33.13 i | 2229 | Mtr |
| 70 | 70 | 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.\n110mm o/d (6 Kgf./cm2) | 33.03 i b | 1384 | Mtr |
| 71 | 71 | 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.\n160mm o/d (6 Kgf./cm2) | 33.03 ii b | 1800 | Mtr |
| 72 | 72 | 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.\n200mm o/d (6 Kgf./cm2) | 33.03 iii b | 175 | Mtr |
| 73 | 73 | Providing & fixing D.I. Pipes & Specials including cost of earth work in excavation & back filing complete as per analysis A-15\n150 mm dia pipe | 33.03 iv b | 169 | Mtr |
| 74 | 74 | Providing & fixing D.I. Pipes & Specials including cost of earth work in excavation & back filing complete as per analysis A-15\n200 mm dia pipe | N.S. b | 129 | Mtr |
| 75 | 75 | Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with casted flanged as per IS:7181, Class-B (ISI marked with the prior approval of 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.\n pipe lines laid complete\n150mm i/d | N.S. c | 4 | Mtr |
| 76 | 76 | Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with casted flanged as per IS:7181, Class-B (ISI marked with the prior approval of 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.\nPipe lines laid complete\n200mm i/d | N.S. d | 4 | Mtr |
| 77 | 77 | Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications.\nNote: If C.I specials of ISI Marked is used intead of specials confirming to ISI Specifications , than 10% extra on rates of this item will be paid.C.I. specials upto 300mm i/d\nFor RawWater Pumps | N.S. e | 60 | Kg |
| 78 | 78 | Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications.\nNote: If C.I specials of ISI Marked is used intead of specials confirming to ISI Specifications , than 10% extra on rates of this item will be paid.C.I. specials upto 300mm i/d\nFor Clear Water Pumps | N.S. f | 60 | Kg |
| 79 | 79 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI\na ) 80mm i/d Sluice Valves flanged | N.S. g | 7 | Nos. |
| 80 | 80 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI\nb ) 100mm i/d Sluice Valves flanged | N.S. h | 4 | Nos. |
| 81 | 81 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI\nc ) 150mm i/d Sluice Valves flanged | N.S. i | 14 | Nos. |
| 82 | 82 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI\nd ) 200mm i/d Sluice Valves flanged | N.S j | 7 | Nos. |
| 83 | 83 | Proving & 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 valves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra. A Class PN-1.0 as per ISI with rubber Flap\nb ) 150mm i/d Non-return valve | N.S k | 1 | No |
| 84 | 84 | Proving & 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 valves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra. A Class PN-1.0 as per ISI with rubber Flap\nd ) 200mm i/d Non-return valve | N.S l | 1 | No |
| 85 | 85 | Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.\n\ne) 50mm i/d Raw water | N.S m | 10 | Mtr |
| 86 | 86 | Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.\n\ne) 50mm i/d clear water | N.S n | 10 | Mtr |
| 87 | 87 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.\n50mm i/d Gun Metal peet valve heavy pattern. | N.S o | 3 | Nos. |
| 88 | 88 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.\na) Size 0.6m x 0.6m | N.S p | 12 | Nos. |
| 89 | 89 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.\nb) Size 0.9m x 0.9m | N.S q | 19 | Nos. |
| 90 | 90 | Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineer in- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structures in 15 cms. layers with compaction including Disposal of surplus spoils as Directed within a lead of 30.00 Metres. \na) Not exceeding 1.50 M depth | N.S r | 49.07 | Cum |
| 91 | 91 | 1st 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 course, 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. | N.S s | 5527.3 | Sqm |
| 92 | 92 | 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 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. | N.S. u | 206.98 | Sqm |
| 93 | 93 | 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 copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).\nc) Medium Duty | a | 2 | Nos. |
| 94 | 94 | 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 and 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. | b | 20 | Nos. |
| 95 | 95 | Wiring in PVC insulated conductor cable left (complete as per CSR) with caster on fan base\nFan points 1.5 mm² (1/1.40 mm) cable | c | 1 | No |
| 96 | 96 | Wiring in PVC insulated conductor cable left (complete as per CSR) with caster on fan base\nLight points 1.5 mm² (1/1.40 mm) cable | d | 2 | No |
| 97 | 97 | Wiring in PVC insulated conductor cable left (complete as per CSR) with caster on fan base\n3 Pin 6 Amp. Plug | e | 1 | No |
| 98 | 98 | (vii) G.I. Earthing \n(a)Earthing of Sheet metal/ iron clad switches and metallic cases etc., with No. 8 S.W.G. (4mm dia) G.I. wire in 15mm dia G.I. Pipe partly recessed and partly on surface complete with 135cm long 50mm dia G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erectioon of the same , 10 metre below ground level with necessary charcoal & salt mixture etc, up to 13 metre in length (including boring & refflling.) For Raw water | f | 1 | Each |
| 99 | 99 | (vii) G.I. Earthing \n(a)Earthing of Sheet metal/ iron clad switches and metallic cases etc., with No. 8 S.W.G. (4mm dia) G.I. wire in 15mm dia G.I. Pipe partly recessed and partly on surface complete with 135cm long 50mm dia G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erectioon of the same , 10 metre below ground level with necessary charcoal & salt mixture etc, up to 13 metre in length (including boring & refflling.) For Raw water\nFor Clear Water | g | 1 | Each |
| 100 | 100 | 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 point in 1.5mm(1/1.40mm)cable Pump Chamber. 1 No. | h | 1 | Nos. |
| 101 | 101 | 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(ii) Wiring light point in 1.5mm (1/1.40mm) | I | 4 | Nos. |
| 102 | 102 | 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(vi) Wiring Three Pin Plug 6 AMP | j | 1 | Nos. |
| 103 | 103 | Providing, Installating, commissioning of Pressure sand filteration Plant capacity 30 cum/hour & operation and maintenance of Pressure Sand Filteration Plant of 3 months. Complete in all respects as per DNIT Specifications (Annexure-A) & Special conditions (Annexure-B) attached for water supply scheme Halim Wala Urf Mandi Roran Wali Block Jalalabad Distt. Fazilka (Under PRWSSIP)\n | k | 1 | Nos. |
| 104 | 104 | Providing proposed water connection to house hold up to wall with water meter providing, laying jointing, testing GI pipe lines 15mm i/d=2.50 mtr B- Class as per CSR 28.36 (A),( Above GL), Prov. & fixing MDPE pipe 15mm i/d with specials 2.00 Mtr (Below GL) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI marked 15mm i/d GM ferrule as per IS: 2692 and 3" i/d clamp with c.i bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) | l | 96 | Nos. |
| 105 | 105 | Providing & Fixing floating arm in position complete with sluice valve long spindle band wheel brackets and guides complete in all respects. \n150 mm i/d 2.85 Mtr. Long | m | 2 | No. |
| 106 | 106 | Proving & Fixing bell mouth puddle collar for inlet and outlet & scour pipe.\n150mm i/d | n | 9 | Nos. |
| 107 | 107 | Lowering of Sub soil water level from natural level as desired by Engineer in Charge. | o | 28158.3 | Cft |
| 108 | 108 | 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 preventer L&T, LED indicator, Kitkat Max, with pannel board complete in all respect\nRaw Water Pumping set\nDischarge = 58.00 LPS, Head = 18 Mtr | p | 1 | Set |
| 109 | 109 | 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 preventer L&T, LED indicator, Kitkat Max, with pannel board complete in all respect\nClear Water Pumping set\nDischarge = 16 LPS, Head = 37 Mtr, \n | q | 1 | Set |
| 110 | 110 | Providing & Installing, Electro Technique Type Chlorinator Based on Sodium Hypochlorite along with 200ltrs of sodium Hypochlorite in container. | R | 1 | No. |
| 111 | 111 | 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. | S | 371.96 | Sqm |
| 112 | 112 | Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve | T | 2 | No. |
| 113 | 113 | Providing and Placing 25mm thick Tibba Sand including Carraige. \nTotal Quantity | U | 888.73 | Cum |
| 114 | 114 | Provision for making foundation for raw water set and clear water set | V | 2 | No. |
| 115 | 115 | Providing & placing LDPE 250 micron film on side slope & in bed including over lapping over the 25mm thick mud plaster. | W | 3768.38 | Sqm |
| 116 | 116 | Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.) for Raw water | X | 1 | LS |
| 117 | 117 | For Clear Water | Y | 1 | LS |
| 118 | 118 | Providing & fixing ISI electric fan & regulator etc. | Z | 1 | No. |
| 119 | 119 | Providing & fixing ISI CFL Bulb fitting 25 W. | A1 | 2 | Nos. |
| 120 | 120 | Providing & fixing ISI light bulb CFL 15 W | B2 | 2 | Nos. |
| 121 | 121 | Providing & Fixing T type cowl ventilator. | C3 | 2 | Nos. |
| 122 | 122 | Constructing 1 No. RCC OHSR of 150 KL (150000 Liters ) capacity with sill level not less than 23.50 m height upto FSL 28.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing CI D/F expansion joints conforming to (IS-1536-1989) or lastest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, conforming to ISI-13382 andCI D/F sluice valave duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet & scour pipes, including providing & installing inlet, outlet, scour pipes and overflow CI double flanged pressure pipes horizontally cast in sand moulds as per IS -7181/1986 & latest duly ISI marked from bottom dome to duck foot bend and further upto 7.75 mtr. as per detail specifications. TMT steel & painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. The specifications & drawings are based on safe bearing capacity of soil 8.75 tonne per sqm. In case the safe bearing capacity of soil is less than 8.75 ton per sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. \nThe diffrence in quantities from the standard drawing based on 8.75 ton per sqm safe bearing capacity will be paid as per CSR+Prevailing Ceiling Premium including over flow haudi complete in all respect. Providing and fixing automatic electronic water level control device and construction of Plinth Protection around OHSR with masonary toe wall with 40mm thick CC 1:2:4 on top over 100mm thick CC 1:8:16 & inside earth filling complete in all respect. | D4 | 1 | Nos. |
| 123 | 123 | Provision of piles foundation of 300mm dia (45+5=50 Nos.) As per annexure 1 | F6 | 50 | Nos. |
| 124 | 124 | Providing & Fixing Sign Board at water works \n | G7 | 1 | No. |
| 125 | 125 | Compaction of road cuts: dismentling of bituminous & granular courses of flexible pavement by mechanical means & back filling of excavated earth, fully compacted original ground level up to a level 500mm below road crust including the disposal of dismentled material upto lead of 1000m stacking service able and unserviceable material separately as per technical clause-202 of MORT & H Specilfiation \n90 | I10 | 50 | Mtr |
| 126 | 126 | Compaction of road cuts: dismentling of bituminous & granular courses of flexible pavement by mechanical means & back filling of excavated earth, fully compacted original ground level up to a level 500mm below road crust including the disposal of dismentled material upto lead of 1000m stacking service able and unserviceable material separately as per technical clause-202 of MORT & H Specilfiation \n110 | H10 | 20 | Mtr |
| 127 | 127 | Provision for Site laying at Head Works Providing boundary Wall of 2.10 Mtrs. Height with Concrete Jali of size 2.51 x 1.07 Mtrs. Around the water works complete in all respects. \n(As per sub estimate attached) | H11 | 516 | Mtr |
| 128 | 128 | Provision for construction of footpath with cement concrete Interlocking paver block in side water works complete in all respects. (As per sub estimate attached) | H12 | 200 | Mtr |
| 129 | 129 | 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. | H13 | 1 | No. |
| 130 | 130 | Provision for 3.66 mtr. wide main gate & 1.22 Mtrs. wicket gate with masonry pillars complete in all respects. \n(As per sub estimate attached) | H14 | 1 | No. |
| 131 | 131 | Providing fixing MS Ladder outside CWT | H15 | 1 | No. |
| 132 | 132 | Providing & fixing aluminum Ladder inside CWT | H16 | 1 | No. |
| 133 | 133 | Provision of CI Pipe line at Bridge Crossing to cover PVC Pipe 125mm dia | H17 | 60 | Mtr. |
| 134 | 134 | Operation & Maintenance of water supply for 3 months after completion of work including cost of aulm, liquid chlorine etc. excluding electricity charges | H18 | 1 | Job |
| 135 | 135 | Credit of Old Pumping machinery (-) | H19 | 1 | No. |
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