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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.9 LAdmitted-Finance | -38.55% | ₹17.9 L | L1 | Admitted-Finance |
| 2 | L2₹19.3 L+₹1.4 L (7.88%)Admitted-Finance | -33.71% | ₹19.3 L+₹1.4 L (7.88%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹29.1 L
EMD Value
₹58,240
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD RandB Divison Nagrota
Construction of Additional 02 Rooms with bathroom and Varandha, alongwith Compound wall at NTPHC Bambyal. (under District Capex Budget 2026-27) (SSY/Health Component)
2026_PWDJK_316610_4
Short e-NIT No. 44 of 2026-2027/Nagrota Dated 17-07-2026
Open Tender
Civil Works
Percentage
90 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD RandB Divison Nagrota
₹58,240
Yes
17 Aug 2026
17 Jul 2026
8 Aug 2026
17 Jul 2026
7 Aug 2026
18 Jul 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 | 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 | 94.58 | Cum | 479.3 | ₹45,332.19 |
| 2 | 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 40mm nominal size) Crushed . | 21.14 | Cum | 5,202.9 | ₹1,09,989.31 |
| 3 | 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) | 58.58 | Cum | 5,733.6 | ₹3,35,874.29 |
| 4 | 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) | 25.44 | Cum | 9,821.85 | ₹2,49,867.86 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) | 13.39 | Cum | 7,104.35 | ₹95,127.25 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4,257 | Kg | 123.2 | ₹5,24,462.4 |
| 7 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete | 3.84 | Sqm | 346.7 | ₹1,331.33 |
| 8 | 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) | 53.16 | Cum | 7,571.55 | ₹4,02,503.6 |
| 9 | Extra for brick work with common burnt clay bricks/cement concrete bricks in
superstructure above plinth level upto floor five level | 53.16 | Cum | 1,455.65 | ₹77,382.35 |
| 10 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B | 76.83 | Mtr. | 460.6 | ₹35,387.9 |
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