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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.2 LAdmitted-Finance 0 0 1 196 197 226012 | LUCKNOW | UTTAR PRADESH | 226012 | -9.88% | ₹71.2 L | L1 | Admitted-Finance |
| 2 | L2₹78.9 L+₹7.7 L (10.9%)Admitted-Finance | -0.10% | ₹78.9 L+₹7.7 L (10.9%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical AZAMGARH CIRCLE EE BALLIA | - | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical NIWASI MAKAN NO 04 1041 B VIKAS NAGAR LUCKNOW 226020 | LUCKNOW | UTTAR PRADESH | 226020 | - | - | - | Rejected-Technical Rejected |
Tender Value
₹93.3 L
EMD Value
₹1.9 L
Closing Date
20 Jul 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 Hanskheda to Asra Colony via Hanskheda Krishnanagar road in Channu Kheda, Lot No 1
2026_REDUP_1168531_1
1072/SE RED Lucknow/Lucknow/26-27 Dt 23/06/2026
Open Tender
Civil Works
Percentage
90 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹1.9 L
SE RED Lucknow Circle
29 Aug 2026
11 Jul 2026
21 Jul 2026
11 Jul 2026
20 Jul 2026
11 Jul 2026
15 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 | Work | - | - | - | - |
| - | Dismantling of existing structures like culvert, bridges, retaining walls and other structures comprising of brick masonary, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 (B)-in cement mortar Ref. to MORD-202(2.6) | 13.5 | Cum. | 317.3 | ₹4,283.55 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. Rate as per DAR 2.8.1 | 602.64 | Cum. | 187.15 | ₹1,12,784.08 |
| - | Providing and laying in position cement concrete 1:4:8 (1cement, 4 coarse sand (zone-III), 8 graded stone aggregate 40 mm Nominal Size) excluding the cost of centering and shuttering- All work upto plinth level as per PWD (SCH.)- 273 Ref. to DAR 4.1.8 | 87.3 | Cum. | 5,794.05 | ₹5,05,820.57 |
| - | 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) as per DAR 6.1.1. | 302.09 | Cum. | 6,379.25 | ₹19,27,107.63 |
| - | 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, complete as per Technical Specification clause 401. | 369.4 | Cum. | 3,125.5 | ₹11,54,559.7 |
| - | Providing Laying spreading and compaction stone aggregates of 53-22.4 mm size 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 applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification clause 405. | 109.16 | Cum. | 4,399.45 | ₹4,80,243.96 |
| - | Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 (Exclusive G.S.B.) Ref. to MORD 1500(6.7) | 2,371.5 | Sqm | 901.55 | ₹21,38,025.82 |
| - | Edging with straight overburnt bricks, laid dry lengthwise, including excavation, refilling, consolidation with a hand packing and spreading nearly surplus earth with in a lead of 50 metres Ref. to MoRTH -(11.15) | 0.35 | Rmt | 85,500 | ₹29,925 |
| - | Prime coat- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,312.5 | Sqm | 61.75 | ₹81,046.88 |
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