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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.8 LAdmitted-Finance | -2.00% | ₹18.8 L | L1 | Admitted-Finance |
| 2 | L2₹19.0 L+₹19,217.61 (1.02%)Admitted-Finance | -1.00% | ₹19.0 L+₹19,217.61 (1.02%) | L2 | Admitted-Finance |
| 3 | L3₹19.2 L+₹32,669.94 (1.73%)Admitted-Finance C 25 JUDGES FARM MUKHANI HALDWANI NAINITAL UTTARAKHAND | NAINITAL | UTTARAKHAND | 244713 | -0.30% | ₹19.2 L+₹32,669.94 (1.73%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Documents not found in order |
Tender Value
₹19.2 L
EMD Value
₹38,435
Closing Date
14 May 2026, 3:00 pmClosed
Executive Engineer
O/O The Inspector General Frontier Hqrs SSB Ranikhet
Construction of security chainlink fencing at Binatoli campus under CI and JW School Gwaldam
2026_SSB_907737_1
07/FTR-RKT/ENGG/Fencing Binatoli
Open Tender
Civil Works
Percentage
90 days
CI and JW SSB Gwaldam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹38,435
31 Jul 2026
7 May 2026
15 May 2026
8 May 2026
14 May 2026
8 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 |
|---|---|---|---|---|---|
| 1 | CIVIL WORK | - | - | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 40.74 | cum | 260.3 | ₹10,604.62 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.8 | cum | 7,878.5 | ₹1,40,237.3 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 6.61 | cum | 6,812 | ₹45,027.32 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 202.5 | sqm | 392.15 | ₹79,410.38 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6(1 cement :6 coarse sand) | 34.5 | cum | 7,132.25 | ₹2,46,062.63 |
| 7 | Structural steel work riveted, bolted or welded 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. | 621 | kg | 133.7 | ₹83,027.7 |
| 8 | 12 mm cement plaster of mix: 1:6(1 cement: 6 fine sand) | 225 | sqm | 333.35 | ₹75,003.75 |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work | 35 | sqm | 155.9 | ₹5,456.5 |
| 10 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m 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 (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 250 | metre | 375.8 | ₹93,950 |
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