Public Health Engineering Department-PHED has published Providing , Laying And Fitting Of D . I/G . I . Pipes For Mains , Sub Mains And Distribution System Of 100/80/50/40/25/20 Mm Nominal Bore And Stabilisation Of Existing Pipe Network By Removing And Refitting . Construction Of Intake Channel / Chamber F. Submission Date for this Tender is 05-03-2021. Canal Construction Tenders in WSS Yadipora Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Providing, Laying and fitting of D.I/G.I. pipes for mains,sub mains and distribution system of 100/80/50/40/25/20 mm nominal bore and stabilisation of existing pipe network by removing and refitting . Construction of Intake channel/ chamber for WSS Yadipora under NABARD | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling G. I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/\nby mechanical means including stacking of pipes within 50 metres lead : | 1 | ||
| 2 | 1.01 | Above 40 mm nominal bore. (100 / 80mm dia) | 2 | 81.84 | Cum |
| 3 | 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 1Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: | 3 | ||
| 4 | 2.01 | (a) All kinds of soil. | 4 | 12.45 | Cum |
| 5 | 3 | Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m, disposed material to be neatly dressed. | 5 | 81.84 | Cum |
| 6 | 4 | Laying/ Refitting of available flanged jointed pipe of 100 mm dia, incl. cost of additional nuts, bolts, rubber washer etc., where ever required including all carriages, complete as per instructions of Engineer in Charge complete. | 6 | 24.42 | Cum |
| 7 | 5 | Providing fixing of MS flanges to 100mm dia pipes 10mm thick flanges class A rating to sustain high pressure upto 25 Kg per sqm by way of welding incl. cutting of threaded portion and shall be returened divsional store, the job incl. cost of nuts, bolts, washers etc. and carriage of pipes from removing site to workshop, than workshop to actual site of work incl. jointing sucessful testing and commissioning complete all told. | 7 | ||
| 8 | 5.1 | 100mm Dia | 8 | 81.84 | Cum |
| 9 | 5.2 | 80mm Dia | 9 | 24.42 | Cum |
| 10 | 6 | Laying and Fitting of G.I Pipes complete excluding the cost of pipes and earthwork. | 10 | ||
| 11 | 6.01 | 100mm dia G.I pipe | 11 | 81.84 | Cum |
| 12 | 6.02 | 80mm dia G.I pipe | 12 | 24.42 | Cum |
| 13 | 6.03 | 50mm dia G.I pipe | 13 | 12.45 | Cum |
| 14 | 6.04 | 40mm dia G.I pipe | 14 | 81.84 | Cum |
| 15 | 6.05 | 25mm dia G.I pipe | 15 | 24.42 | Cum |
| 16 | 6.06 | 20mm dia G.I pipe | 16 | 12.45 | Cum |
| 17 | 7 | Laying in position D.I/centrifugally cast (spun) iron S & S or flanged pipes (excluding cost of pipe) D.I. Pipes of 150 mm nominal bore | 17 | 81.84 | Cum |
| 18 | 8 | Providing push-on-joints to Centrifugally (Spun) Cast iron pipes or Ductile !ron Pipes including testing of joints and incl. the cost of rubber gasket. 150mm dia D.I Pipes | 18 | 24.42 | Cum |
| 19 | 9 | Making connection of G.l. distribution branch with G.l. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete. | 19 | ||
| 20 | 9.1 | 25 to 40 mm nominal bore | 20 | 81.84 | Cum |
| 21 | 9.2 | 50 to 80 mm nominal bore | 21 | 24.42 | Cum |
| 22 | 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift\nupto 1.5m. | 22 | 12.45 | Cum |
| 23 | 11 | Providing and fixing of G.I pipe specials of heavy duty of ISI Mark and of approved quality and Manufacture. | 23 | ||
| 24 | 11.01 | Gate Valve. 80mm dia | 24 | 24.42 | Cum |
| 25 | 11.02 | Gate Valve. 50mm dia | 25 | 12.45 | Cum |
| 26 | 11.03 | Gate Valve 40mm dia | 26 | 81.84 | Cum |
| 27 | 11.04 | Gate Valve 25mm dia | 27 | 24.42 | Cum |
| 28 | 11.05 | Gate Valve 20mm dia | 28 | 12.45 | Cum |
| 29 | 11.06 | Reducer Socket 100x80mm | 29 | 81.84 | Cum |
| 30 | 11.07 | Reducer Socket 80x40mm | 30 | 24.42 | Cum |
| 31 | 11.08 | Reducer Socket 40x25mm | 31 | 12.45 | Cum |
| 32 | 11.09 | Reducer Socket 25x20mm | 32 | 81.84 | Cum |
| 33 | 11.1 | Tee 50x50x50 mm | 33 | 24.42 | Cum |
| 34 | 11.11 | Tee 25x25x25 mm | 34 | 12.45 | Cum |
| 35 | 11.12 | Tee 20x20x20 mm | 35 | 81.84 | Cum |
| 36 | 11.13 | Union 80mm dia | 36 | 24.42 | Cum |
| 37 | 11.14 | Union 50mm dia | 37 | 12.45 | Cum |
| 38 | 11.15 | Union 40mm dia | 38 | 81.84 | Cum |
| 39 | 11.16 | Union 25mm dia | 39 | 24.42 | Cum |
| 40 | 11.17 | Union 20mm dia | 40 | 12.45 | Cum |
| 41 | 11.18 | Bend 80mm dia | 41 | 81.84 | Cum |
| 42 | 11.19 | Bend 50mm dia | 42 | 24.42 | Cum |
| 43 | 11.2 | Bend 40mm dia | 43 | 12.45 | Cum |
| 44 | 11.21 | Bend 25mm dia | 44 | 81.84 | Cum |
| 45 | 11.22 | Bend 20mm dia | 45 | 24.42 | Cum |
| 46 | 12 | Providing and laying stone soling hand packed on level . ( Quarry) | 46 | 12.45 | Cum |
| 47 | 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . All work up to plinth level. 1: 4: 8, ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size (Crushed ) | 47 | 81.84 | Cum |
| 48 | 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement . All work upto plinth level: | 48 | ||
| 49 | 14.1 | 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 49 | 12.45 | Cum |
| 50 | 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. | 50 | ||
| 51 | 15.1 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) | 51 | 24.42 | Cum |
| 52 | 15.2 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. | 52 | 12.45 | Cum |
| 53 | 16 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15°, landings, balconies, shelves, chajjas, lintels,bands,plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 53 | 81.84 | Cum |
| 54 | 17 | Centering and shuttering incl. Strutting, propping etc and removal of form for: | 54 | ||
| 55 | 17.01 | Foundations, footing, bases of columns. | 55 | 12.45 | Cum |
| 56 | 17.02 | Walls (any thickness) incl. attached pilasters, buttresses, plinth and string courses etc. | 56 | 81.84 | Cum |
| 57 | 17.03 | suspended floors' roofs, landings, balconies and access plate form. | 57 | 24.42 | Cum |
| 58 | 18 | 12mm Cement Plaster finished with a floating coat of neat cement of mix. 1:4 mix ( 1 cement : 4 fine sand) | 58 | 12.45 | Cum |
| 59 | 19 | Strctural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel\nprimer all complete. | 59 | 81.84 | Cum |
| 60 | 20 | Carriage of materials by Mechanical Transport, including loading, unloading and stacking of materials | 60 | ||
| 61 | 20.01 | Cement/ Steel/ G.I pipes up to 100 mm dia. from Divisional Store avg Distance…….. | 61 | 12.45 | Cum |
| 62 | 20.02 | 150mm dia D.I pipe from Divisional store upto site of work. | 62 | 81.84 | Cum |
| 63 | 20.03 | 100mm dia G.I pipe from Divisional store upto site of work. | 63 | 24.42 | Cum |
| 64 | 21 | Carriage of pipes ( up to 100 mm dia.) from removed site to Divisional Store for avg. lead of 25 Kms | 64 | 12.45 | Cum |
| 65 | 22 | Carriage of pipes from removed site to working site by Mechanical Transport for avg. lead 04 Kms | 65 | ||
| 66 | 22.01 | 100mm dia G.I pipe | 66 | 24.42 | Cum |
| 67 | 22.02 | 80mm dia G.I pipe | 67 | 12.45 | Cum |
| 68 | 23 | Carriage of pipes from Road Cum Dumping Site to Actual site of work by manual labour incl. loading, unloading and stacking for an avg. lead of 300 Mtrs. | 68 | 81.84 | Cum |
| 69 | 23.01 | 150mm Dia D.I Pipe | 69 | 24.42 | Cum |
| 70 | 23.02 | 80mm dia G.I Pipe | 70 | 12.45 | Cum |
| 71 | 24 | Carriage of sand/ stone agg./ soling from source to Actual site of work by Mechanical Transport incl. loading, unloading and stacking for an avg. lead of 20 Kms | 71 | ||
| 72 | 24.01 | Sand/ Stone Agg. 20mm | 72 | 24.42 | Cum |
| 73 | 24.02 | Stone Agg. 40mm | 73 | 12.45 | Cum |
| 74 | 24.03 | Stone Soling | 74 | 81.84 | Cum |
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