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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | -17.30% | ₹2.8 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 L+₹3,207.09 (1.15%)Admitted-Finance | -16.35% | ₹2.8 L+₹3,207.09 (1.15%) | L2 | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹6,760
Closing Date
19 Aug 2026, 2:00 pmClosed
XEN HYDRAULIC DIVISION KISHTWAR
XEN HYDRAULIC DIVISION KISHTWAR
REFER BOQ
2026_PHE_315896_10
e-NIT No. 38 of 2026-27 Dated. 14-07-2026
Open Tender
Civil Works
Percentage
30 days
Kishtwar
REFER NIT
2 documents required · 2 mandatory
₹600
XEN JAL SHAKTI HYDRAULIC DIVISION KISHTWAR
₹6,760
24 Aug 2026
14 Jul 2026
19 Aug 2026
14 Jul 2026
19 Aug 2026
14 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 | Carriage of G.I Pipes from nearest store to road side of work for an average distance of 240 km by Mechanical Transport (G.I Pipe 150mm Dia) | - | MT | 2,522.53 | - |
| 2 | Carriage of G.I pipes from road side to site of work for an avg. distance 0.20 km by Head Load | - | MT | 211.01 | - |
| 3 | 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 | - | Cum | 479.3 | - |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore | - | m | 745.1 | - |
| 5 | 50 mm dia. nominal bore | - | m | 532.8 | - |
| 6 | 40 mm dia. nominal bore | 410 | m | 434.65 | ₹1,78,206.5 |
| 7 | C.I. SLUICE VALVES, FIRE HYDRANTS AND FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc (LMR) 65 mm Dia (To be paid as per actual). | 1 | No | 7,000 | ₹7,000 |
| 8 | 50 mm Dia | 1 | No | 6,000 | ₹6,000 |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. | - | Cum | 180.55 | - |
| 10 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road. | - | Sqm | 305.95 | - |
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