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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-Finance | ₹13.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹13.2 L+₹1,053.92 (0.08%)Rejected-Finance | ₹13.2 L+₹1,053.92 (0.08%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | - | - | Rejected-Technical pre bid not qualify |
| 4 | Rejected-Technical 01 GANGA ENTERPRISES MALEWADI BEED MAHARASHTRA 431515 | BEED | MAHARASHTRA | 431515 | - | - | Rejected-Technical pre bid not qualify |
| 5 | Rejected-Technical 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | - | - | Rejected-Technical pre bid not qualify |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
23 Jul 2026, 5:00 pmClosed
EE
URMORA SONBHADRA
KASTURBA GANDHI BALIKA VIDYALAYA ROBERTSGANJ ME BADMINTON KA KARYA
2026_REDUP_1170819_1
395/EE RED/ 2026-27 DATE- 16.06.2026
Open Tender
Civil Works
Percentage
90 days
robertsganj
as per nit and t1
2 documents required · 2 mandatory
₹854
₹40,000
30 Jul 2026
18 Jul 2026
23 Jul 2026
18 Jul 2026
23 Jul 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 jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. [DSR-2.31] | 267.24 | sqm | 12.82 | ₹3,426.02 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil [DSR- 2.6.1] | 61.24 | cum | 129.24 | ₹7,914.14 |
| 3 | Supplying and stacking at site 45-90MM Stone Ballast. [RMR] | 15.34 | cum | 887.6 | ₹13,615.78 |
| 4 | Supplying and stacking at site 45-63MM Stone Ballast. [RMR] | 12.78 | cum | 967.6 | ₹12,365.93 |
| 5 | Supplying and stacking at site 22.4-53MM Stone Ballast. [RMR] | 7.67 | cum | 1,127.6 | ₹8,648.69 |
| 6 | Supplying and stacking at site Stone screening 13.2 mm nominal size [RMR] | 4.09 | cum | 1,520.8 | ₹6,220.07 |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. [DSR-16.4] | 39.87 | cum | 762.32 | ₹30,393.7 |
| 8 | On W.B.M. @ 0.75 Kg / sqm [DSR-16.30.1] | 102.24 | cum | 44.05 | ₹4,503.67 |
| 9 | On bituminous surface @ 0.50 Kg / sqm [DSR-16.30.2] | 102.24 | cum | 35.1 | ₹3,588.62 |
| 10 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of100-120 TPH capacity. [DSR-16.55.1] | 5.11 | cum | 6,193.23 | ₹31,659.79 |
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