Public Health Engineering Department-PHED has published Day To Day Maintenance/Repair And Laying And Fitting Of Pipes For New Works /Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under M Andr/ / District Capex /Nabard/Jjm For Various Water Supply Schemes I . E . Kanna Chargal , Bain Bajalta. Submission Date for this Tender is 24-05-2021. Pipe Laying Tenders in KANDI-III Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work:Day to day Maintenance/repair and laying and fitting of pipes for new works /restoration of water supplies of minor urgent nature of works under M&R/ District Capex /NABARD/JJM for various water supply schemes i.e. Kanna Chargal, Bain Bajalta, Chak Largan, Madhua Pargalta and adjoining areas in PHE Sub Division Kandi-III | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.\n | 1 | sqm | |
| 2 | 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :\n | 1 | Cum | |
| 3 | 3 | 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: All kinds of soil : 1 meter from cutting edge\n\n \n | 1 | Cum | |
| 4 | 4 | Earth work in excavation by mechanical means (hydraulic excavator) 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\ndisposal of surplus excavated earth as directed, within a lead of 50 meters: All kinds of soil : \n | 1 | Cum | |
| 5 | 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth. Lead upto 50mtr and lift upto 1.5mtr | 1 | Cum | |
| 6 | 6 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:\n | |||
| 7 | 7 | a) Water bound macadam road. | 1 | sqm | |
| 8 | 8 | b) Bituminous road | 1 | sqm | |
| 9 | 9 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of\nEngineer-in-charge :\n | |||
| 10 | 10 | (a) 15 mm to 40 mm nominal bore | 1 | meter | |
| 11 | 11 | (b) Above 40 mm nominal bore | 1 | meter | |
| 12 | 12 | Deployment of extra fitters / mazdoor for restoration of damaged G.I. pipes due to floods/SDRF including locating/ traces of blockages /leakages etc. | |||
| 13 | 13 | a) Asstt. Fitter or 2nd class fitter | 1 | Per day | |
| 14 | 14 | b) Mazdoor | 1 | Per day | |
| 15 | 15 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) \n | |||
| 16 | 16 | 15 mmØ (L) | 1 | meter | |
| 17 | 17 | 15 mmØ (M) | 1 | meter | |
| 18 | 18 | 20 mmØ (L) | 1 | meter | |
| 19 | 19 | 20 mmØ (M) | 1 | meter | |
| 20 | 20 | 25 mmØ (L) | 1 | meter | |
| 21 | 21 | 25 mmØ (M) | 1 | meter | |
| 22 | 22 | 32 mmØ (L) | 1 | meter | |
| 23 | 23 | 32 mmØ (M) | 1 | meter | |
| 24 | 24 | 40 mmØ (L) | 1 | meter | |
| 25 | 25 | 40 mmØ (M) | 1 | meter | |
| 26 | 26 | 50 mmØ (L) | 1 | meter | |
| 27 | 27 | 50 mmØ (M) | 1 | meter | |
| 28 | 28 | 65 mmØ (L) | 1 | meter | |
| 29 | 29 | 65 mmØ (M) | 1 | meter | |
| 30 | 30 | 80 mmØ (L) | 1 | meter | |
| 31 | 31 | 80 mmØ (M) | 1 | meter | |
| 32 | 32 | 100 mmØ (L) | 1 | meter | |
| 33 | 33 | 100 mmØ (M) | 1 | meter | |
| 34 | 34 | 150 mmØ (M) | 1 | meter | |
| 35 | 35 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.\n | |||
| 36 | 36 | 15 mm and 20 mm dia. G.I. pipes | 1 | meter | |
| 37 | 37 | 25 mm and 32 mm dia. G.I. pipes | 1 | meter | |
| 38 | 38 | 40 mm and 50 mm dia. G.I. pipes | 1 | meter | |
| 39 | 39 | 65 mm and 80 mm dia. G.I. pipes | 1 | meter | |
| 40 | 40 | 100 mm and 150 mm dia. G.I. pipes | 1 | meter | |
| 41 | 41 | Providing and fixing of C.I. sluice valves/Check Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I | |||
| 42 | 42 | 100 MM ? | 1 | each | |
| 43 | 43 | 80 MM ? | 1 | each | |
| 44 | 44 | 65 MM ? | 1 | each | |
| 45 | 45 | 50 MM ? | 1 | each | |
| 46 | 46 | Providing, fixing and replacement for damaged C.I. sluice valves/Check Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I after deduction of scrap value of replaced valve. | |||
| 47 | 47 | 100 MM ? | 1 | each | |
| 48 | 48 | 80 MM ? | 1 | each | |
| 49 | 49 | 65 MM ? | 1 | each | |
| 50 | 50 | 50 MM ? | 1 | each | |
| 51 | 51 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)\n | |||
| 52 | 52 | 100 MM ? | 1 | each | |
| 53 | 53 | 80 MM ? | 1 | each | |
| 54 | 54 | 65 MM ? | 1 | each | |
| 55 | 55 | 50 MM ? | 1 | each | |
| 56 | 56 | 40 MM ? | 1 | each | |
| 57 | 57 | 32 MM ? | 1 | each | |
| 58 | 58 | 25 MM ? | 1 | each | |
| 59 | 59 | 20 MM ? | 1 | each | |
| 60 | 60 | Providing, fixing and replacement for damaged gun metal gate valve with C.I. wheel of approved quality (screwed end) after deduction of scrap value of replaced valve.\n | |||
| 61 | 61 | 100 MM ? | 1 | each | |
| 62 | 62 | 80 MM ? | 1 | each | |
| 63 | 63 | 65 MM ? | 1 | each | |
| 64 | 64 | 50 MM ? | 1 | each | |
| 65 | 65 | 40 MM ? | 1 | each | |
| 66 | 66 | 32 MM ? | 1 | each | |
| 67 | 67 | 25 MM ? | 1 | each | |
| 68 | 68 | 20 MM ? | 1 | each | |
| 69 | 69 | Fabrication/repair of sluice valve /gate valve complete (Rods/Nuts/Fan/Glands etc.) | |||
| 70 | 70 | 150 MM ? | 1 | each | |
| 71 | 71 | 100 MM ? | 1 | each | |
| 72 | 72 | 80 MM ? | 1 | each | |
| 73 | 73 | 65 MM ? | 1 | each | |
| 74 | 74 | 50 MM ? | 1 | each | |
| 75 | 75 | Providing and fixing brass bib cock of approved quality. | |||
| 76 | 76 | 15 mm nominal bore | 1 | each | |
| 77 | 77 | 20 mm nominal bore | 1 | each | |
| 78 | 78 | Providing and fixing brass stop cock of approved quality. | |||
| 79 | 79 | 15 mm nominal bore | 1 | each | |
| 80 | 80 | 20 mm nominal bore | 1 | each | |
| 81 | 81 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n | |||
| 82 | 82 | 25 to 40mm nominal bore | 1 | each | |
| 83 | 83 | 50 to 80mm nominal bore | 1 | each | |
| 84 | 84 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations.\n | 1 | Cum | |
| 85 | 85 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)\n | 1 | Cum | |
| 86 | 86 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix)\n | 1 | Cum | |
| 87 | 87 | 1:4:8 or leaner mix (i/c equivalent design mix)\n | 1 | Cum | |
| 88 | 88 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles 10 mm to 25 mm\n | 1 | sqm | |
| 89 | 89 | For thickness of tiles above 25 mm and upto 40 mm. | 1 | sqm | |
| 90 | 90 | Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer-\nin-charge. Including excavation and refilling trenches after taking out the pipes. Upto 150 mm diameter.\n | 1 | meter | |
| 91 | 91 | Above 150 mm dia upto 300 mm dia. | 1 | meter | |
| 92 | 92 | Above 300 mm diameter. | 1 | meter | |
| 93 | 93 | DIsmantlng & Relaying : Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Ordinary cement without any pigment\n | 1 | sqm | |
| 94 | 94 | i) Dark shade using ordinary cement | 1 | sqm | |
| 95 | 95 | ii) Dark shade using ordinary cement (Labour rate) | 1 | sqm | |
| 96 | 96 | Fabrication of joints including cutting of pipes (complete job) | |||
| 97 | 97 | 25 mmØ | 1 | each | |
| 98 | 98 | 40 mmØ | 1 | each | |
| 99 | 99 | 50 mmØ | 1 | each | |
| 100 | 100 | 65 mmØ | 1 | each | |
| 101 | 101 | 80 mmØ | 1 | each | |
| 102 | 102 | 100 mmØ | 1 | each | |
| 103 | 103 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.\n | 1 | Kilolitre | |
| 104 | 104 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.\n | 1 | Cum | |
| 105 | 105 | Barricading of G.I. pipes incl. excavation of pits for fixing of angle iron posts binding and dismantling of same incl. refilling of pits and carriage complete.\nMazdoor @ Rs.503/day\n | 1 | Per day | |
| 106 | 106 | Fitter @ Rs. 666/day | 1 | Per day | |
| 107 | 107 | Providing/fixing of manhole lids for GSR's /OHT/Intake structures @ different places within the section jurisdiction | 1 | each |
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