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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.5 LAdmitted-Finance | -50.97% | ₹24.5 L | L1 | Admitted-Finance |
| 2 | L2₹26.5 LAdmitted-Finance | -46.90% | ₹26.5 L | L2 | Admitted-Finance |
| 3 | L3₹32.4 LAdmitted-Finance | -35.10% | ₹32.4 L | L3 | Admitted-Finance |
| 4 | L4₹34.5 LAdmitted-Finance | -30.99% | ₹34.5 L | L4 | Admitted-Finance |
| 5 | L5₹42.0 LAdmitted-Finance | -15.99% | ₹42.0 L | L5 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
28 Apr 2026, 4:00 pmClosed
Er Rajesh Kumar
Executive Engineer PWD R and B Division Basohli
Please refer in BOQ
2026_PWDJK_308167_3
e-NIT No. 04 of 2026-27 dated 18-04-2026
Open Tender
Civil Works
60 days
Basohli
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Basohli
₹1 L
Executive Engineer PWD R and B Division Basohli
30 Apr 2026
20 Apr 2026
29 Apr 2026
21 Apr 2026
28 Apr 2026
22 Apr 2026
21 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. | |||||
| 1.01 | All kinds of soil. = 80% | - | Cum | - | - |
| 1.02 | Hard Rock = 20% (Blasting Prohibited) | - | Cum | - | - |
| 2Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All kinds of soil. | |||||
| 3Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). | |||||
| 4Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders. | |||||
| 5Centering and shuttering including strutting propping etc. and removal of form work for:- | |||||
| 5.01 | Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
| 5.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - |
| 6Dumping stones in horizontal i.e. on level including cost of stones. | |||||
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