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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹65.2 LAdmitted-Finance | -36.00% | ₹65.2 L | L1 | Admitted-Finance |
| 2 | L2₹70.1 L+₹4.9 L (7.50%)Admitted-Finance | -31.20% | ₹70.1 L+₹4.9 L (7.50%) | L2 | Admitted-Finance |
| 3 | L3₹73.9 L+₹8.7 L (13.3%)Admitted-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | -27.50% | ₹73.9 L+₹8.7 L (13.3%) | L3 | Admitted-Finance |
| 4 | L4₹74.4 L+₹9.2 L (14.1%)Admitted-Finance | -27.00% | ₹74.4 L+₹9.2 L (14.1%) | L4 | Admitted-Finance |
| 5 | L5₹75.4 L+₹10.2 L (15.6%)Admitted-Finance | -26.00% | ₹75.4 L+₹10.2 L (15.6%) | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
2 Jun 2026, 2:00 pmClosed
Executive Engineer TLMD VII
Office of Executive Engineer TLMD VII Bemina Srinagar
Construction of the boundary wall for 2x50MVA, 132 by 33kV GSS Hajin as per SBD
2026_PDD_309583_1
TLMD-7/04 of 2026-27
Open Tender
Civil Works
Turn-key
120 days
TLMD-VII
As per SBD
9 documents required · 9 mandatory
₹3,000
Executive Engineer TLMD-VII Sgr. 0367010200000182
₹2.0 L
6 Jul 2026
8 May 2026
4 Jun 2026
9 May 2026
2 Jun 2026
9 May 2026
9 May 2026 - 16 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 |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means over area(exceeding 30 cm depth 1.5 m in width as well as 10 SM on plan) including disposal of excavated earth and lift upto 1.5m disposed earth to be leveled and neatly dressed | 220.8 | Cum | 187.3 | ₹41,355.84 |
| - | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 aggregate 40mm nominal size | 36.8 | Cum | 5,202.9 | ₹1,91,466.72 |
| - | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 124.42 | Cum | 6,591.25 | ₹8,20,083.33 |
| - | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level in 1:1.5:3 aggregate 20mm nominal size | 307.26 | Cum | 9,395.7 | ₹28,86,922.78 |
| - | Providing & laying Soling | 55.2 | Cum | 2,000 | ₹1,10,400 |
| - | Brick work with F.P.S bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) | 123.84 | Cum | 7,571.55 | ₹9,37,660.75 |
| - | Extra for Brick work in super structure above plinth level upto floor V level. | 123.84 | Cum | 1,455.65 | ₹1,80,267.7 |
| - | Form work:- Centering & shuttering including strutting etc & removal of same for suspended floors, landings etc. | 2,947.2 | sqm | 286.35 | ₹8,43,930.72 |
| - | 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
for separately). Payment to be made per meter cost of total length of
barbed wire used.
16.22.1 With G.I. barbed wire | 2,760 | RM | 19.85 | ₹54,786 |
| - | Reinforcement for RCC work including binding, cutting, fixing in postion etc. complete | 18,435 | kgs | 123.2 | ₹22,71,192 |
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BOQ_1002120.xls
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SBD04.pdf
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