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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC | ₹23.7 L Quoted ₹20.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.1 L+₹201.05 (0.01%)Rejected-Finance | ₹20.1 L+₹201.05 (0.01%) | L2 | Rejected-Finance L2 |
Tender Value
₹21.2 L
EMD Value
₹42,340
Closing Date
9 Feb 2026, 12:00 pmClosed
EE
EE RED VARANASI
ward Suryakund sthit Samadhan Park me Samudaik Bhawan ka Nirmad Karya
2026_REDUP_1108508_7
2772 Date 30-12-2025
Open Tender
Civil Works
Percentage
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹42,340
Yes
13 Aug 2026
22 Jan 2026
9 Feb 2026
22 Jan 2026
9 Feb 2026
22 Jan 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 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. DSR Code No. 2.8.1 all soil(260.30x0.735) | 1 | cum | 1 | ₹1 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 ded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (6812x0.735) | 1 | cum | - | - |
| 3 | P/L R.C.C. upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR code no. 5.1.2 (9045.75x0.735) | 1 | cum | 0.4 | ₹0.4 |
| 4 | centering and shurtiing includinh proping etc and removal of form for base of column etc for mass concrete as per DSR codeno. 5.9.1 @392.15 | 1 | sqm | 1 | ₹1 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars DSR Code no. 5.22.3 (107.85x0.735) | 0.6 | Kg | - | - |
| 6 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) DSR code no. 5.2.2 (10852.95X0.735) | - | cum | 0.6 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers andcantilevers DSR code no. 5.9.5 (736.40x0.735) | - | sqm | 0.8 | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars DSR Code no. 5.22.3 (107.85x0.735) | 0.2 | Kg | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). DSR 5.3 (11505.50x0.732) | 1 | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (927.25x0.735) | 0.2 | sqm | 0.8 | ₹0.16 |
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