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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.0 LAccepted-Finance | ₹84.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹92.4 L+₹8.5 L (10.1%)Rejected-Finance 78 ETAH UTTAR PRADESH | ETAH | UTTAR PRADESH | 207001 | ₹92.4 L+₹8.5 L (10.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.0 Cr+₹16.9 L (20.1%)Rejected-Finance VILLAGE ISLAM PUR BISHNOI ALIAS BISHNOI WALA PO MAHESHRI JAAT TEHSIL NAGINA DISTRICT BIJNOR | BIJNOR | UTTAR PRADESH | 246701 | ₹1.0 Cr+₹16.9 L (20.1%) | L3 | Rejected-Finance L3 |
Tender Value
₹84.1 L
EMD Value
₹1.7 L
Closing Date
16 May 2026, 12:00 pmClosed
SE RED ALIGARH
OFFICE OF SE RED ALIGARH
Construction of link road from village Ubhai Asadpur to Tamraura Road
2026_REDUP_1137149_1
36/SE/RED/TAVY/ETAH/09-04-2026
Open Tender
Civil Works - Roads
Percentage
180 days
ETAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
₹1.7 L
6 Jul 2026
16 Apr 2026
16 May 2026
8 May 2026
16 May 2026
8 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 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | - | Sqm. | 2 | - |
| 2 | 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 as per Technical Specification Clau | 1 | Cum | 87.4 | ₹87.31 |
| 3 | 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 a lead upto 5000 m as per Tech | - | Cum. | 224.8 | - |
| 4 | Providing concrete Nominal mix 1:5:10 for Cement concrete (1 Cement : 5 Coarse sand : 10 Stone Aggregate ) in open foundations complete as per drawings and technical specifications | 1 | Cum | 5,490.2 | ₹5,484.71 |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the d | 0.6 | Cum | 3,579 | ₹2,147.4 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, a | 0.6 | Cum | 4,707 | ₹2,819.49 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and c | 0.4 | Cum | 4,691 | ₹1,876.4 |
| 8 | Brick edging on both sides of road in Ist class brick 8cm (3") Cm (4½") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed | - | Km | 80,000 | - |
| 9 | 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm. | 44.8 | - |
| 10 | Providing and applying tack coat with Bitumen (VG 10) using Bitumen pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 | - | Sqm. | 16.9 | - |
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