Public Works Department-PWD has published Tender For Laying And Fixing Of Pipes, Construction Of 10000 Gallons Capacity Service Reservoir, 4000 Glns Sr 2 No S And Sluice Value Chamber 3 No Spring Protection Works, Anchor/ Saddle Blocks, P/Wall And Chainlink Fencing For Wss Kundla Kranu. Submission Date for this Tender is 05-12-2022. Springs Tenders in Kupwara Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in:- All kinds of Soil |
| 2 | Oridanary Rock |
| 3 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed In all kinds of Soil |
| 4 | Oridanary Rock |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : all kinds of Soil. |
| 6 | Oridanary Rock |
| 7 | all kinds of Soil |
| 8 | Oridanary Rock |
| 9 | Providing and laying dry stone soling hand packed tightly including cost of 50-200mm nallah boulders |
| 10 | Providing and laying in position cement concrete of specified grade including curing butxcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 mix (1 Cement: 4 Course Sand : 8 graded crushed stone agg 40mm nominal size) |
| 11 | Providing and laying in position Reinforced cement concrete of specified grade including curing butxcluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 mix (1 Cement: 1.5 Course Sand : 3 graded crushed stone agg 20mm nominal size) |
| 12 | Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.with: 1:1.5:3 mix (1 Cement: 3 Course Sand : 3 graded crushed stone agg 20mm nominal size) |
| 13 | Reinforced cement concrete work in suspended floors,roofs having slope upto 15°, beams etc upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying in position cement concrete of specified grade including curing butxcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 mix (1 Cement: 3 Course Sand : 6 graded crushed stone agg 40mm nominal size) |
| 15 | Providing and laying in position cement concrete of specified grade including curing butxcluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 mix (1 Cement: 2 Course Sand : 4 graded crushed stone agg 20mm nominal size) |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 17 | Random Rubble Masonry in Foundation and Plinth in Cement Mortar 1 : 6 Mixwith Quarry Stones. |
| 18 | Random Rubble Masonry in Foundation and Plinth laid Dry with Quarry Stones. |
| 19 | 12 mm thick Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement) |
| 20 | 12 mm thick Cement plaster 1 : 4(1 cement : 4 coarse sand) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations |
| 22 | Walls |
| 23 | Beams |
| 24 | Columns |
| 25 | Suspended Floors |
| 26 | Edges of slabs and breaks in floors upto 200mm thick. |
| 27 | Extra for Centring and shuttering in circular Centering and shuttering including strutting, propping etc. and removal of form work for:FoundationsFoundations |
| 28 | Walls |
| 29 | Beams |
| 30 | Edges of slabs and breaks in floors upto 200mm thick. |
| 31 | Dismantling G.I. pipes (external work) including excavation and refillingtrenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. |
| 32 | Rethreading old damaged ends of G.I. pipes 40/25/20mm dia |
| 33 | Laying and fitting of G.I. pipes (all classes) pipes, fittings and Earth work.complete excluding cost of pipes and earth work. 65mm Dia G.I. Pipe |
| 34 | 50mm Dia G.I. Pipe |
| 35 | 40mm Dia G.I. Pipe |
| 36 | 25mm Dia G.I. Pipe |
| 37 | 20mm Dia G.I. Pipe |
| 38 | Providing and fixing GI Union in GI Pipe Including cutting anf threading the pipeand making long screws complete.(New Work) 20 mm nominal bore G.I Unions |
| 39 | 25 mm nominal bore G.I Unions |
| 40 | 40 mm nominal bore G.I Unions |
| 41 | 50 mm nominal bore G.I Unions |
| 42 | 65 mm nominal bore G.I Unions |
| 43 | Providing and fixing gun matel gate value with CI wheel of approved quality.20 mm nominal bore |
| 44 | 25 mm nominal bore |
| 45 | 40 mm nominal bore |
| 46 | 50 mm nominal bore |
| 47 | 65 mm nominal bore |
| 48 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc, in layers no exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m |
| 49 | Providing, fabricating and fixing M.S Lid 0.75 x 0.75 mtr size made of 3mm thick M.S. Sheet fixed / welded with angle iron frame 40x40x6mmand frame of 50x50x6mm angle iron to be embedded in cement concrete including necessary hinges, handles and locking arrangement applying priming coat of red oxide primer all carriages complete. |
| 50 | Providing and mixing water proofing material in cement concrete work in doses by weightof cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 51 | Providing PGI Sheet for Construction Joints 0.63 mm thick including all carriages |
| 52 | Steel work in built up sections in trusses and framed work including cutting, hoisting, fixing in position all complete. |
| 53 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm. |
| 54 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 55 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece |
| 56 | Supply of GI Pipe Specials conforming to IS 1239 (Part-2) (subject to non availability in Stores)20 mm dia G.I elbows |
| 57 | 25 mm dia G.I elbows |
| 58 | 40 mm dia G.I elbows |
| 59 | 50 mm dia G.I elbows |
| 60 | 65 mm dia G.I elbows |
| 61 | 20 mm to 15 mm G.I. sockets (reducing) |
| 62 | 25 mm to any smaller size G.I. sockets (reducing) |
| 63 | 40 mm to any smaller size G.I. sockets (reducing |
| 64 | 50 mm to any smaller size G.I. sockets (reducing) |
| 65 | 65 mm to any smaller size G.I. sockets (reducing) |
| 66 | 15 mm G.I. Tee (equal) |
| 67 | 20 mm G.I. Tee (equal/reducing) |
| 68 | 25 mm G.I. Tee (equal/reducing) |
| 69 | 40 mm G.I. Tee (equal/reducing) |
| 70 | 50 mm G.I. Tee (equal/reducing) |
| 71 | 65 mm G.I. Tee (equal/reducing) |
| 72 | 15 mm G.I Nipple of length 3"", 4"" and 6"" |
| 73 | 20 mm G.I Nipple of length 3"", 4"" and 6"" |
| 74 | 25 mm G.I Nipple of length 3"", 4"" and 6"" |
| 75 | 40 mm G.I Nipple of length 3"", 4"" and 6"" |
| 76 | 50 mm G.I Nipple of length 3"", 4"" and 6"" |
| 77 | 65 mm G.I Nipple of length 3"", 4"" and 6"" |
| 78 | Carriage of materials from source to road site of work by Mechanical Transport including loading unloading and stacking complete. Cement and Steel 15 Km"s |
| 79 | Sand and 20mm crushed aggregate 15 km"s |
| 80 | Crushed Aggregate 40mm nominal Size 15 Kms |
| 81 | Stones/ Soling Stones 15 Km"s |
| 82 | G.I Pipes below 100mm dia 15 Km"s from Div Store |
| 83 | Carriage of materials fromroad site upto actual site of work by manual means (Head Load) including loading unloading and stacking complete. Cement 500 Mtrs |
| 84 | Steel 500 Mtrs |
| 85 | Sand and 20mm Crushed agg 500 Mtrs |
| 86 | 40mm crushed aggregate 500 Mtrs |
| 87 | Stones / Soling 500 Mtrs |
| 88 | G.I Pipes below 100mm500 Mtrs avg |
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