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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.8 LAdmitted-Finance | -32.15% | ₹16.8 L | L1 | Admitted-Finance |
| 2 | L2₹17.8 L+₹1.0 L (5.95%)Admitted-Finance | -28.11% | ₹17.8 L+₹1.0 L (5.95%) | L2 | Admitted-Finance |
| 3 | L3₹17.9 L+₹1.0 L (6.13%)Admitted-Finance | -27.99% | ₹17.9 L+₹1.0 L (6.13%) | L3 | Admitted-Finance |
| 4 | L4₹18.0 L+₹1.2 L (6.84%)Admitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | -27.51% | ₹18.0 L+₹1.2 L (6.84%) | L4 | Admitted-Finance |
| 5 | L5₹18.5 L+₹1.7 L (9.80%)Admitted-Finance | -25.50% | ₹18.5 L+₹1.7 L (9.80%) | L5 | Admitted-Finance |
Tender Value
₹24.8 L
EMD Value
₹49,660
Closing Date
7 Aug 2026, 4:00 pmClosed
Er. Shamis Din
Executive Engineer PWD RNB Division Kishtwar
Please refer BOQ
2026_PWDJK_317332_3
e-NIT No. 40 of 2026-27 Dated 23-07-2026
Open Tender
Civil Works
Percentage
30 days
KISHTWAR
Please refer NIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RNB Division Kishtwar
₹49,660
21 Aug 2026
23 Jul 2026
8 Aug 2026
23 Jul 2026
7 Aug 2026
23 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 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil : | 469.1 | cum | 187.3 | ₹87,862.43 |
| 2 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 53.65 | cum | 6,591.25 | ₹3,53,620.56 |
| 3 | 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) | 105.66 | cum | 7,571.55 | ₹8,00,009.97 |
| 4 | Extra for brick work with common burnt clay bricks/cement concrete bricks in
superstructure above plinth level upto floor five level. | 105.66 | cum | 1,455.65 | ₹1,53,803.98 |
| 5 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) | 1,146 | sqm | 266.2 | ₹3,05,065.2 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. | 180 | sqm | 628.95 | ₹1,13,211 |
| 7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 60 | sqm | 416.5 | ₹24,990 |
| 8 | 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 andsimilar works. | 720 | sqm | 181.6 | ₹1,30,752 |
| 9 | 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. With G.I. barbed wire | 2,200 | mtr | 19.85 | ₹43,670 |
| 10 | Carriage of Sand at an average lead of 30 km by MT | 73.56 | cum | 520.34 | ₹38,276.21 |
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