Public Health Engineering Department-PHED has published Tender For Day To Day Maintenance/ Restoration Of Various Water Supply Schemes So As To Provide Assured Drinking Water Supply In Dansal, Chaddali, Kahpota, Palli Saral, Hurlani, Badsoo, Kanyala, Tarah Adjoining Areas Of Jal Shakti (Phe) Sub Division. Submission Date for this Tender is 30-05-2023. Water Supply Project Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 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. |
| 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 : |
| 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 : 1meterfrom cutting edge |
| 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 disposal of surplus excavated earth as directed, within a lead of 50 meters:All kinds of soil : |
| 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 |
| 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: |
| 7 | a) Water bound macadam road. |
| 8 | b) Bituminous road |
| 9 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : |
| 10 | (a) 15 mm to 40 mm nominal bore |
| 11 | (b) Above 40 mm nominal bore |
| 12 | Deployment of extra fitters / mazdoor for restoration of damaged ends of G.I. pipes due to floods/SDRF including locating/ traces of blockages /leakages and removing the same etc. |
| 13 | a) Asstt. Fitter or 2nd class fitter |
| 14 | b) Mazdoor |
| 15 | Excavation in dumped stones or malba including stacking of serviceableandunserviceablematerialseparatelyanddisposalof unserviceable material including all leads exclusively for cleaning of dug wells. |
| 16 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 17 | 15 mm and 20 mm dia. G.I. pipes |
| 18 | 25 mm and 32 mm dia. G.I. pipes |
| 19 | 40 mm and 50 mm dia. G.I. pipes |
| 20 | 65 mm and 80 mm dia. G.I. pipes |
| 21 | 100 mm and 150 mm dia. G.I. pipes |
| 22 | Fixing of C.I. Check Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I |
| 23 | 100 MM ? |
| 24 | 80 MM ? |
| 25 | 65 MM ? |
| 26 | 50 MM ? |
| 27 | Fixing of C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class-I |
| 28 | 100 MM ? |
| 29 | 80 MM ? |
| 30 | 65 MM ? |
| 31 | 50 MM ? |
| 32 | Fixing of gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 33 | 100 MM ? |
| 34 | 80 MM ? |
| 35 | 65 MM ? |
| 36 | 50 MM ? |
| 37 | 40 MM ? |
| 38 | 32 MM ? |
| 39 | 25 MM ? |
| 40 | 20 MM ? |
| 41 | Repair of GM Gate valves by way of replacement of spindle rods including cost of spindle rods |
| 42 | 40 MM ? |
| 43 | 50 MM ? |
| 44 | 65 MM ? |
| 45 | 80 MM ? |
| 46 | 100 MM ? |
| 47 | Repair of sluice valves/ check valves/ mushroom valves by way of replacement of spindle rods including cost of spindle rods, insertion of leather sheet/ rubber sheet, nut bolts etc. |
| 48 | 80 MM ? |
| 49 | 100 MM ? |
| 50 | 150 MM ? |
| 51 | 200 MM ? |
| 52 | 250 MM ? |
| 53 | 300 MM ? |
| 54 | Providing and fixing brass bib cock of approved quality. |
| 55 | 15 mm nominal bore |
| 56 | 20 mm nominal bore |
| 57 | Providing and fixing brass stop cock of approved quality. |
| 58 | 15 mm nominal bore |
| 59 | 20 mm nominal bore |
| 60 | 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 |
| 61 | 25 to 40mm nominal bore |
| 62 | 50 to 80mm nominal bore |
| 63 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 64 | 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) |
| 65 | 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) |
| 66 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 67 | 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 |
| 68 | For thickness of tiles above 25 mm and upto 40 mm. |
| 69 | 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- in-charge. Including excavation and refilling trenches after taking out the pipes. Upto 150 mm diameter. |
| 70 | Above 150 mm dia upto 300 mm dia. |
| 71 | Above 300 mm diameter. |
| 72 | 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 |
| 73 | i) Dark shade using ordinary cement |
| 74 | ii) Dark shade using ordinary cement (Labour rate) |
| 75 | Fabrication of joints including cutting of pipes (complete job) |
| 76 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 77 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 78 | 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. Mazdoor @ Rs.503/day |
| 79 | Fitter @ Rs. 666/day |
| 80 | 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. |
| 81 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 82 | Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete |
| 83 | Carriage of materials from road side to dumping side i.e. alum sulphate, bleaching powder and any other marterial incl. loading, unloading and toll tax etc. (100 mtr.) |
| 84 | For additional each 100 mtr. |
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