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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80,234.86Accepted-AOC | ₹80,234.86 | L1 | Accepted-AOC Accepted |
| 2 | L2₹98,469.19Rejected-Finance | ₹98,469.19 | L2 | Rejected-Finance Reject |
| 3 | L3₹1.0 LRejected-Finance BANKOOT TEHSIL BANIHAL DISTRICT RAMBAN | RAMBAN | JAMMU KASHMIR | ₹1.0 L | L3 | Rejected-Finance Reject |
| 4 | L4₹1.2 LRejected-Finance | ₹1.2 L | L4 | Rejected-Finance Reject |
| 5 | L5₹1.2 LRejected-Finance | ₹1.2 L | L5 | Rejected-Finance Reject |
Tender Value
₹1.9 L
EMD Value
₹3,840
Closing Date
10 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
Chamalwas Neel Road Road under SASCI
2026_JKRRD_147179_8
NIT NO. 01 OF 2026-27 DATED 02-04-2026
Open Tender
Civil Works - Roads
180 days
Chamalwas Neel Road Road under SASCI
Chamalwas Neel Road Road under SASCI
2 documents required · 2 mandatory
₹200
₹3,840
Yes
2 May 2026
2 Apr 2026
11 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 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 |
|---|---|---|---|---|---|
| ###0.00;###0.00 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: | - | Cum | - | - |
| ###0.00;###0.00 | 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:, M10 1:5:10:mix | - | Cum | - | - |
| ###0.00;###0.00 | Dry random rubble masonry with hard stone in foundation and plinth:
With bond stone. | - | Cum | - | - |
| ###0.00;###0.00 | Random Rubble masonry with hard stone in foundation and plinth
including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | Cum | - | - |
| ###0.00;###0.00 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) 50mm thick, finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. | - | Sqm | - | - |
| ###0.00;###0.00 | Dumping of stone i/c cost of stone in horizontal level i/c carriage | - | Sqm | - | - |
| ###0.00;###0.00 | Carriage of materials Cement by an avg lead of 10 Km by MT | - | Sqm | - | - |
| ###0.00;###0.00 | Sand by an avg lead of 67 Km by MT | - | Sqm | - | - |
| ###0.00;###0.00 | C Aggregate < 40mm by an avg lead of 15 Km by MT | - | Sqm | - | - |
| ###0.99;###0.99 | Stone by an avg lead of 10 Km by MT | - | Sqm | - | - |
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