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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.1 L+₹4,976.72 (0.99%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.2 L+₹10,763.61 (2.13%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹5.2 L+₹16,550.50 (3.28%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹5.8 L
EMD Value
₹11,574
Closing Date
1 Jul 2026, 2:00 pmClosed
Executive Engineer
Ex. Eng. Jal Shakti (PHE) City Div. No.1 BC Road
Repair of 1.00 Lac Gallons OHT at Relief Commissioner Canal Road under own sources.
2026_PHE_312756_5
E-NIT No. JS/PHECD-1/ 14 of 2026-27
Open Tender
Civil Works
Percentage
60 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
CAO, JMC M/S Performance Security
₹11,574
4 Jul 2026
17 Jun 2026
2 Jul 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 102.05 | sqm | 64.35 | ₹6,566.92 |
| 2 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm dia class II | 2 | each | 6,642.55 | ₹13,285.1 |
| 3 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia class II | 3 | each | 4,453.85 | ₹13,361.55 |
| 4 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 80mm dia class II | 2 | each | 3,500 | ₹7,000 |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 150mm dia nominal bore medium | 20 | mtr | 2,256.9 | ₹45,138 |
| 6 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100mm dia nominal bore light | 22 | mtr | 1,255.15 | ₹27,613.3 |
| 7 | 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) | 2.36 | cum | 1,725.2 | ₹4,071.47 |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm
nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete | 23.55 | sqm | 572.8 | ₹13,489.44 |
| 9 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. | 764.88 | sqm | 265.3 | ₹2,02,922.66 |
| 10 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. | 23.94 | sqm | 38.9 | ₹931.27 |
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