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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹87.2 LAdmitted-Finance | -63.95% | ₹87.2 L | L1 | Admitted-Finance |
| 2 | L2₹97.4 LAdmitted-Finance | -59.73% | ₹97.4 L | L2 | Admitted-Finance |
| 3 | L3₹98.9 LAdmitted-Finance | -59.10% | ₹98.9 L | L3 | Admitted-Finance |
| 4 | L4₹1.0 CrAdmitted-Finance | -58.34% | ₹1.0 Cr | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
23 May 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of Chakka Upper Dandi road Stage 1st Under UT Capex 2025-26
2026_PWDJK_309247_1
e-NIT No. 19 of 2026-27 Dt. 02-05-2026
Open Tender
Civil Works
180 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹6,000
Superintending Engineer
₹4.8 L
Superintending Engineer
15 Jun 2026
2 May 2026
25 May 2026
2 May 2026
23 May 2026
2 May 2026
11 May 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 |
|---|---|---|---|---|---|
| 1Earth 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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||||
| 1.01 | All kinds of soil 80% | - | Cum | - | - |
| 1.02 | Ordinary Rock 10% | - | Cum | - | - |
| 1.03 | Hard Rock (Requiring Blasting ) 10% | - | Cum | - | - |
| 2Earth 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: All kinds of soil | |||||
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum | 1 | ₹1 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 1 | Sqm | - | - |
| 6Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | |||||
| 7 | Dumping stone including cost of stones in Horizontal on level | - | Cum | 1 | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_1001255.xls
BOQ • 0.26 MB
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