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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.7 LAccepted-AOC | ₹30.7 L | L1 | Accepted-AOC L1 Lowest Bidder Awarded Work |
| 2 | L2₹30.7 L+₹5,534.01 (0.18%)Rejected-Finance | ₹30.7 L+₹5,534.01 (0.18%) | L2 | Rejected-Finance L2 Lowest Bidder Rejected |
| 3 | L3₹30.7 L+₹7,071.24 (0.23%)Rejected-Finance | ₹30.7 L+₹7,071.24 (0.23%) | L3 | Rejected-Finance L3 Lowest Bidder Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
Refer Docs
EMD Value
₹72,560
Closing Date
4 Jun 2026, 12:00 pmClosed
EE RED Sambhal
Office EE RED Sambhal
Road construction work from Gumsani Ratanpur Road to Shiv Mandir Gumsani.
2026_REDUP_1154362_1
132/RED/Tender/File/Bond Clerk/2026-27 dated 20-05-2026
Open Tender
Civil Works - Roads
Percentage
180 days
EE RED Sambhal
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹72,560
Yes
Office EE RED Sambhal
5 Aug 2026
27 May 2026
4 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
28 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with as per Technical Specificatio | 1 | Cum | 83.13 | ₹83.05 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side | - | Cum | 392.92 | - |
| 3 | Granular sub-base/base/surface course by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheeld roller to achieve the desire | - | Cum | 2,910.23 | - |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45mm to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper | 1 | Cum | 4,003.87 | ₹3,999.87 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to p | 1 | Cum | 3,766.75 | ₹3,762.98 |
| 6 | Providing and applying primer coat with bitumen emulsion (SS -1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg per sqm using mechanical means AS PER Technical Specification Clause 502 but | - | Sqm | 60.14 | - |
| 7 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 to 0.25 kg. per Sqm. On the prepaired dry and hungry bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503. | - | Sqm | 20.05 | - |
| 8 | Providing,laying and rolling of open graded P.C. of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previouslyprepared base i/c mixi | - | Sqm | 188.77 | - |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Case III Type C (VG-10) | - | Sqm | 70.4 | - |
| 10 | Brick on edge lining on both side of road with M-150 bricks laid with mud mortar including cost of all material labour and T&P etc required for proper completion of the work (PWD SOR Rampur S.I. No. 765). | - | Km | 63,650 | - |
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