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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | ₹1.7 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹1.8 LRejected-Finance | ₹1.8 L | 2 | Rejected-Finance Reject |
| 3 | 3₹2.2 LRejected-Finance | ₹2.2 L | 3 | Rejected-Finance Reject |
| 4 | 4₹2.3 LRejected-Finance | ₹2.3 L | 4 | Rejected-Finance Reject |
| 5 | 5₹2.3 LRejected-Finance | ₹2.3 L | 5 | Rejected-Finance Reject |
Tender Value
₹3.6 L
EMD Value
₹7,200
Closing Date
10 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
Hewagan - Bohardhar Road under SASCI
2026_JKRRD_147179_11
NIT NO. 01 OF 2026-27 DATED 02-04-2026
Open Tender
Civil Works - Bridge Construction
180 days
Hewagan - Bohardhar Road under SASCI
Hewagan - Bohardhar Road under SASCI
2 documents required · 2 mandatory
₹200
₹7,200
Yes
7 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(All kinds of soil) | 44.62 | Cum | - | - |
| ###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 (Ordinary Rock) | 13.46 | Cum | - | - |
| ###0.00;###0.00 | Providing and laying in position cement concrete of specified grade complete as per drawings and technical specifications (P.C.C Grade M-10 Nominal mix 1:3:6) including carriages | 12.45 | Cum | - | - |
| ###0.00;###0.00 | Providing and laying in position cement concrete of specified grade complete as per drawings and technical specifications { P.C.C grade M 15 Drain Bed} including carriages | 0.3 | Cum | - | - |
| ###0.00;###0.00 | Dry random rubble masonry with hard stone in foundation and plinth with Nallah stone without bondstone inc all carriages | 20.97 | 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 including all carriages | 27.45 | Cum | - | - |
| ###0.00;###0.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification including all carriages | 8.42 | Cum | 937.9 | ₹7,897.12 |
| ###0.00;###0.00 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification including carriage | 6.6 | Sqm | - | - |
| ###0.00;###0.00 | Centering and shuttering including strutting, propping etc. and removal of form work for:
4.6.1 Foundations, footings, bases for columns | 36.55 | Sqm | - | - |
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BOQ_229028.xls
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