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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.9 L+₹47,538.86 (8.81%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹6.1 L+₹71,347.97 (13.2%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹7.7 L+₹2.3 L (42.6%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹7.8 L+₹2.4 L (44.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹15,840
Closing Date
18 Sept 2026, 6:00 pmClosed
Executive Engineer
XEN
As BOQ
2026_RDPR_324393_11
118 REW Samba of 2026-27 Dated-12-09-2026
Open Tender
Civil Works
Percentage
45 days
Ramgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executve Engineer Rew Samba
₹15,840
24 Sept 2026
12 Sept 2026
19 Sept 2026
12 Sept 2026
18 Sept 2026
12 Sept 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 | E/work in excavation in foundation & footings lead upto 25 mtr lift of 1.5 mtr. By mechanical means | 72.8 | cum | 256 | ₹18,636.8 |
| 2 | Cost in situ C.Conc. Of specified grades excluding cost of shuttering in….C.conc. M5 Grade using 40mm stone agg. | 8.43 | cum | 4,826.5 | ₹40,687.4 |
| 3 | Cost in situ C.Conc. Of specified grades excluding cost of shuttering in….C.conc.M10 Grade with 30% plum,using 20mm stone agg. | 88.28 | cum | 5,733.6 | ₹5,06,162.21 |
| 4 | Supply & dumping of stone on horizontal incl. cost of stone. | 37.84 | cum | 700 | ₹26,488 |
| 5 | Centering and shuttering incl. Propping and removal of same in Foundation footing | 187.2 | sqm | 286.35 | ₹53,604.72 |
| 6 | Filling of availabe earth bs of walls | 150 | cum | 218.4 | ₹32,760 |
| 7 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. NP3 900 inner dia | 19.2 | RM | 3,951.65 | ₹75,871.68 |
| 8 | Carriage of sand and coarse Agg. Average Lead of 10 km by M.T | 130.56 | cum | 279 | ₹36,426.24 |
| 9 | Provision for writing /CIB | 1 | no's | 3,000 | ₹3,000 |
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BOQ_1094249.xls
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