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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.8 LAccepted-AOC | ₹17.8 L | 1 | Accepted-AOC Y |
| 2 | 2₹17.8 L+₹89 (<0.01%)Rejected-Finance | ₹17.8 L+₹89 (<0.01%) | 2 | Rejected-Finance N |
Tender Value
₹17.9 L
EMD Value
₹36,000
Closing Date
30 May 2026, 12:00 pmClosed
EE RED JHANSI
EE RED JHANSI
Nagar Panchyat Kerokhar block Bamaur Barah devi mandir ke pass teen shed ka nirman karya.
2026_REDUP_1152675_2
77/RED/NIVIDA/2026-27 Dt- 08.04.2026
Open Tender
Civil Works
Percentage
90 days
Nagar Panchyat Kerokhar block Bamaur Barah devi ma
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹36,000
Yes
29 Jul 2026
23 May 2026
30 May 2026
23 May 2026
30 May 2026
23 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 |
|---|---|---|---|---|---|
| 1 | Site Clearance with clearing jungle including uprooting of vegetation grass, bush wood trees and sapling of girth up to 30 cm I/C all complete S.I.no .2.32 | - | m³ | 6.37 | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.6.1 | - | m³ | 126.45 | - |
| 3 | Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as S.I.no .2.27 | - | m³ | 1,513.02 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | - | m³ | 4,853.07 | - |
| 5 | Providing & laying in position specified grade of Reinforced cement concrete excluding the cost of centering shutring finishing reinforcement All work up to plinth area. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) D.S.R code no.5.1.2 | - | m³ | 6,444.46 | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22.6 | - | Qtl | 7,683.54 | - |
| 7 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 | - | m³ | 5,081.22 | - |
| 8 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.4.2 | 1 | m² | 244.82 | ₹244.58 |
| 9 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a) | - | m³ | 499.05 | - |
| 10 | Kota stone slab flooring over 20 mm thick base laid over and jointed with gray cement slury mix ed with pigment to match the shade of the slab incl. rubbing and polishing complete with base of cement mortar 1:4 D.S.R. No. 11.26.1 | - | m³ | 1,387.99 | - |
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