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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹89.2 LAdmitted-Finance | -0.10% | ₹89.2 L | L1 | Admitted-Finance |
| 2 | L2₹89.2 LAdmitted-Finance NEW COLONY BILPUR FATEHGANJ EAST BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | -0.05% | ₹89.2 L | L2 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
21 May 2026, 12:00 pmClosed
SE RED Lucknow Circle
SE RED Lucknow Circle Near Vikas Bhawan, Sarvoday Nagar, Lucknow
Under District Lucknow, Construction of road and drain from Khargapur Awadhpuri Section-2 Geetapuri Main Road to Ramesh Upadhyay house via Bhuiyan Devi Temple and internal street road, Lot No 44
2026_REDUP_1143808_44
25/SE RED Lucknow/Lucknow/26-27 Dt 02/04/2026
Open Tender
Civil Works
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹2.1 L
SE RED Lucknow Circle
4 Jun 2026
30 Apr 2026
22 May 2026
30 Apr 2026
21 May 2026
30 Apr 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 | Work | - | - | - | - |
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge 0.30m & above. (PWD SOR 2.6.1.) | 292.6 | Cum. | 152.95 | ₹44,753.17 | |
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 8 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.8) | 62.7 | Cum. | 5,794.05 | ₹3,63,286.94 | |
Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: cement mortar 1:4 (1 Cement: 4 coarse sand) (PWD SOR 6.1.1) | 151.8 | Cum. | 6,379.25 | ₹9,68,370.15 | |
12 mm thick cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement and 4 fine sand) (PWD SOR 13.7.2) | 660 | Sqm. | 187.15 | ₹1,23,519 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 cement 2: coarse sand 4 graded stone aggregate 20 mm nominal size) (PWD SOR 4.1.3) | 25.85 | Cum. | 6,640.5 | ₹1,71,656.93 | |
Granular Sub-Base with close Graded Material By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 357.75 | Cum. | 3,125.5 | ₹11,18,147.63 | |
Water Bound Macadam Grade-3Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. as per clause 401.(4.11A) | 268.31 | Cum. | 4,417.5 | ₹11,85,259.43 | |
Water Bound Macadam Grade-2 Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. | 268.31 | Cum. | 4,479.25 | ₹12,01,827.57 | |
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 1000 m as per Technical Specification Clause 301.5 | 561.6 | Cum. | 247 | ₹1,38,715.2 |
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