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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GALI NO 1 KRISHNA NAGAR MAINPURI | Accepted-Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Qualified |
| 3 | Accepted-Technical 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | Accepted-Technical Qualified |
| 4 | Rejected-Technical | Rejected-Technical Not Qualified |
Tender Value
₹26.0 Cr
EMD Value
₹51.9 L
Closing Date
30 Apr 2026, 12:00 pmClosed
CHIEF ENGINEER
LDA Gomti nagar Lucknow
Gomti Nagar Vistar Yojna Sector-7 Ekana Stadium ke peeche Nikat Wetland 279 kha se hote huye 45.00 mtr chaude master plan marg ka nirman karya
2026_LDAUP_1139294_1
01/E-Tender/CE/2026-27_02
Open Tender
Civil Works
Percentage
270 days
LUCKNOW
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SECRATARY LDA
₹51.9 L
21 May 2026
20 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 Apr 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 | 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) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil. DSR 2023- 2.8.1 | - | Cum | - | - |
| 2 | Empty bag Filling by Earth Supply and laying of sandy earth plastic cement bags (Volume 0.035cum) including cost of earth, cost of empty bags labour stitching with sutely complete, laying and placing compelte at thre place of restoration of embankment. PDW SOR 2020/46 (Road work ch) - PWD SOR 2020/46 (Road Work) | - | Nos | - | - |
| 3 | Supply and fixing of PVC pipe of 160mm di 10kg/sqm -1075 | - | metre | - | - |
| 4 | Cartage of Earth up to 8 KM (in scheme) excluding earth cost & loading & Unloading Cartage Rate - 230 -53= 177 - 20% = 35.40 = Rs 141.60 Add 25% in or under foul position Rs. 35.40 Total Rs. 177.00 - Cartage of Earth | - | Cum | - | - |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. DSR 2023- 16.1 | - | 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, complete as per technical specification clause-401 (Sanction Rate) - Sanctioned Rate 401 | - | Cum | - | - |
| 7 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carrige of mixed material by tipper to site, laying in uniform layiers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (Sanction Rate) - morth -406 (sanctioned rate) | - | cum | - | - |
| 8 | Providing and applying prime coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. - SS-2 | - | Sqm | - | - |
| 9 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface @10.70 - PROVIDING AND APPLIYING @10.70 | - | SQM | - | - |
| 10 | Providing and laying bituminous macadam (B.M.) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @3.30%, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Sanction Rate) -1052 | - | mt | - | - |
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