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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -28.00% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.2 CrAdmitted-Finance | -28.00% | ₹1.2 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.3 Cr+₹3.8 L (3.14%)Admitted-Finance | -25.74% | ₹1.3 Cr+₹3.8 L (3.14%) | L2 | Admitted-Finance |
| 4 | L3₹1.3 Cr+₹10.2 L (8.40%)Admitted-Finance | -21.95% | ₹1.3 Cr+₹10.2 L (8.40%) | L3 | Admitted-Finance |
| 5 | L4₹1.4 Cr+₹18.3 L (15.0%)Admitted-Finance | -17.17% | ₹1.4 Cr+₹18.3 L (15.0%) | L4 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
6 Apr 2026, 4:00 pmClosed
Executive Engineer
Ex. Eng. Jal Shakti (PHE) City Div. No.1 BC Road
Water Supply Scheme for Shri Amarnath Ji Yatra and adjoining areas at Yatri Niwas Base Camp Bhagwati Nagar Jammu under UT Capex Budget
2026_PHE_306708_1
E-NITNo. JS/PHECD-1/42 of 2025-26
Open Tender
Civil Works
Percentage
270 days
JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
CAO, JMC
₹3.4 L
Yes
Ex. Eng. Jal Shakti (PHE) City Div. No.1 BC Road
22 May 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
6 Apr 2026
24 Mar 2026
28 Mar 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 |
|---|---|---|---|---|---|
| - | Pump Room Buiding(4.80 x 3.75 Mtr) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | 31.43 | cum | - | - |
| - | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 7.43 | cum | - | - |
| - | 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) | 18.26 | cum | - | - |
| - | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | - | sqm | - | - |
| - | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) | - | cum | - | - |
| - | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | - | cum | - | - |
| - | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | - | kg | - | - |
| - | 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 M.S. angles 40x40x6mm for diagonal braces | - | sqm | - | - |
| - | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.06 | cum | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 610 | kg | - | - |
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