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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11,894.12Admitted-Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | -27.40% | ₹11,894.12 | L1 | Admitted-Finance |
| 2 | L2₹12,107.10Admitted-Finance | -26.10% | ₹12,107.10 | L2 | Admitted-Finance |
| 3 | L3₹12,598.60Admitted-Finance | -23.10% | ₹12,598.60 | L3 | Admitted-Finance |
| 4 | L4₹12,762.43Admitted-Finance | -22.10% | ₹12,762.43 | L4 | Admitted-Finance |
| 5 | L5₹13,098.28Admitted-Finance | -20.05% | ₹13,098.28 | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
21 May 2026, 6:00 pmClosed
Executive Engineer
CMD LJHP Gantamulla
Construction of Compound Wall around the additional accommodation at Barrage complex of LJHP
2026_SPDC_309090_1
E-NIT No. 01
Open Tender
Civil Works - Others
45 days
Gantamulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Chief Pay and accounts officer PDC Baramulla
₹30,000
Srinagar
9 Jun 2026
30 Apr 2026
23 May 2026
1 May 2026
21 May 2026
1 May 2026
4 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. 2.7.1 All kinds of soil. | 1 | cum | 187.3 | ₹187.3 | 1 |
| 2 | P/L of Dry Stone Soling (Hand Packed) all complete . | 1 | cum | 1,300 | ₹1,300 | 2 |
| 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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1 | cum | 5,733.6 | ₹5,733.6 | 3 |
| 4 | 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: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1 | cum | 6,591.25 | ₹6,591.25 | 4 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:
4.6.1 Foundations, footings, bases for columns | 1 | sqm | 286.35 | ₹286.35 | 5 |
| 6 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2.2 Welded | 1 | Kg | 138.2 | ₹138.2 | 6 |
| 7 | Providing and fixing High Rib corrugated G.S. sheets of 0.50 mm thickness, coated/painted, including overlaps, hooks, bolts, nuts, washers, cutting, bending, wastage, carriage and all incidental charges complete in all respects as per the direction of Engineer-in-Charge | 1 | Sqm | 930 | ₹930 | 7 |
| 8 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid or separately). Payment to be made per meter cost of total length of barbed wire used.
16.22.1 With G.I. barbed wire | 1 | RM | 19.85 | ₹19.85 | 8 |
| 9 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) | 1 | RM | 305.8 | ₹305.8 | 9 |
| 10 | CARRIAGE OF MATERIALS Cement and Steel from average lead of 5 km | 1 | MT | 163.2 | ₹163.2 | 10 |
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