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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | ₹13.5 L Quoted ₹13.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.2 L+₹2,643.96 (0.20%)Rejected-Finance | ₹13.2 L+₹2,643.96 (0.20%) | L2 | Rejected-Finance L2 |
Tender Value
₹13.7 L
EMD Value
₹27,340
Closing Date
3 Aug 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Ward akatha me kshetra stith kashi inklev colony me janmanas ki suvidha hetu samudaic haal nirman karya
2026_REDUP_1169784_1
1305 DATE 09-07-2026
Open Tender
Civil Works
Percentage
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹27,340
Yes
31 Aug 2026
18 Jul 2026
3 Aug 2026
18 Jul 2026
3 Aug 2026
18 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 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR -2.32 ( Rate For VNs =8.95*.735=6.58) | - | sqm | - | - |
| 2 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: DSR 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (Rate For VNS -310.05*.735=227.88) | - | sqm | - | - |
| 3 | Earthwork in Excavation of foundation As Per DSR 2.80 dinary soil including lift upto 1.50 m and lead upt 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per(Rate For VNS -260.3*0.735=191.32) | - | cum | - | - |
| 4 | Concrete with 4 cm gauge Stone ballast , sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation AS Per DSR 4.1.8 and under floor including supply of all materials labour T & P etc. required for proper completion of the work.(Rate For VNS -6812*0.735=5006.80) | - | cum | 1 | - |
| 5 | R.C.C work with cement approved coarse sand and 2 cm. Gauge approved stone grit proportion of 1:1½:3 in R.C.C up to plinth level all work AsPer DSR 5.1.2 (Rate For VNS -9045.75*0.735=6648.62) | - | cum | 1 | - |
| 6 | Centering and shuttering including strutting, Footing propping etc. and removal DSR 5.9.1 (Rate For VNS -392.15*0.735=288.23) | 1 | sqm | 1 | ₹1 |
| 7 | Centering and shuttering including strutting, column propping etc. and removal DSR 5.9.6 (Rate For VNS -961.3*0.735=706.55) | - | sqm | - | - |
| 8 | Centering and shuttering including strutting, Lintel,Beam,Plinth propping etc. and removal DSR 5.9.5 (Rate For VNS -734.4*0.735=540.0) | - | sqm | - | - |
| 9 | Centering and shuttering including strutting, For Roof,Slab,sunshade propping etc. and removal DSR 5.9.3&4(Rate For VNS -927.25*0.735=681.53) | - | sqm | - | - |
| 10 | R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in superstructure, beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per DSR 5.2.2 (Rate For VNS -10852.95*0.735=7976.92) | - | cum | 1 | - |
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