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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.1 LAccepted-Finance | ₹82.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹83.2 LRejected-Finance | ₹83.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹83.2 LRejected-Finance | ₹83.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹83.3 LRejected-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹83.3 L | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical GRAM BHORA TEHSIL SIKANDRABAD DISTRICT BULANDSHAHR UTTAR PRADESH | BULANDSHAHR | BULANDSHAHR | UTTAR PRADESH | - | - | Rejected-Technical Clause 3.1 Of ITB |
Tender Value
₹83.4 L
EMD Value
₹1.7 L
Closing Date
7 May 2026, 4:00 pmClosed
SE RED MRT
SE RED MRT
Construction and widening of the road extending from the Rajpura Bridge to the boundary of Adhelhasanpur Jagir in Village Rajpura, Block Sikandrabad
2026_REDUP_1139946_1
01/SE/RED/Tender/ 2025-26/Dt 01/04/26
Open Tender
Civil Works
270 days
EE RED BSR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹1.7 L
SE RED MRT
11 Jun 2026
25 Apr 2026
8 May 2026
25 Apr 2026
7 May 2026
25 Apr 2026
2 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 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, as per Technical Specification Clause 20.09 | - | Sqm | - | - |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | - | - |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Clause 3.5 302 (II) | - | Cum | - | - |
| 4 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | - | Cum | - | - |
| 5 | Plastering with cement, Cement mortar 1:4 (1 cementy: 2 Coarse sand) thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | Sqm | - | - |
| 6 | Construction of granular sub-base 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 wheel roller to achieve the desired density. as per TECHNICAL SPECIFICATION clause 401 | - | Cum | - | - |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 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 proper grade and camber as per Technical Specification Clause 405.WBM Grading-2 | - | Cum | - | - |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 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 proper grade and camber as per Technical Specification Clause 405.WBM Grading-3 | - | sqm | - | - |
| 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 | - | - |
| 10 | Providing and applying tack coat with bitumen emulsion (RS-1) grade pressure distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical Specification Clause 503. | - | Sqm | - | - |
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