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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹12.9 L+₹26,219.29 (2.08%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹13.6 L+₹96,914.26 (7.68%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹14.2 L+₹1.6 L (12.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹15.5 L+₹2.9 L (23.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹19.4 L
EMD Value
₹38,840
Closing Date
7 Jul 2026, 4:00 pmClosed
Executive Engineer
Kotranka
Construction of P Wall Drainage on the road from Panihad-Prori Mohalla Hayatwali Kabrastan Tarkahan near the Ho Rashid Chowdhary ors.
2026_PWDJK_314108_3
NIT No. 15 of 2026-27 dated 30.06.2026
Open Tender
Civil Works
Percentage
Kotranka
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹38,840
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
7 Jul 2026
1 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 | Earth work in excavation by Mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes,cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan ,depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposal earth is to be levelled and neately dressed.all kind of soil = 80%, ordinary rock =20%. | 290 | Cum | 256.85 | ₹74,486.5 |
| 2 | Providing and laying in position cement concrete of 1:4:8 ( 1 Cement :4 Coarse sand : 8 graded stone agg. 40mm nominal size) crushed stone agg ; | 25 | Cum | 5,202.9 | ₹1,30,072.5 |
| 3 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. | 50 | sqm | 562.15 | ₹28,107.5 |
| 4 | P/L in position cement concrete of specified grade and excluding cost of centering and shuttering all work upto plinth level in 1: 3 :6 (1 Cement :3 Coarse sand : 6 graded stone agg. 20mm nominal size) with crushed stone aggregate. | 78 | cum | 5,733.6 | ₹4,47,220.8 |
| 5 | Dry random rubble masonary with hard stone in foundation and plinth with bond stone.(Quarry) | 48 | cum | 2,793.8 | ₹1,34,102.4 |
| 6 | Hand-packing stones in wire-crates; including cost of crates and stones | 390 | Cum | 1,800 | ₹7,02,000 |
| 7 | Providing and laying hand packed stone filling behind R/Wall. | 68 | cum | 937.9 | ₹63,777.2 |
| 8 | Centring and shuttermg including strutting, propping etc. and removal of form for wall (any thickness) including attached pilasters, buttresses,plinth and string courses etc. | 390 | sqm | 286.35 | ₹1,11,676.5 |
| 9Carriage consumptions; | |||||
| 9.1 | Sand by an average distance of 138 km by M.T. | 48 | cum | 1,712.66 | ₹82,207.68 |
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