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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical BUDHAIPURWA SHIVABAKHTAVAR GONDA | Accepted-Technical Qualified |
| 2 | Accepted-Technical DUBEDIYA CHAITPUR GONDA | GONDA | GONDA | UTTAR PRADESH | Accepted-Technical Qualified |
Tender Value
₹1.0 Cr
EMD Value
₹3.1 L
Closing Date
21 Apr 2026, 12:00 pmClosed
Chief Engineer
L.D.A. Gomti Nagar, Lucknow
Jankipuram yojna, Sector-J (Vistar) isthit Srishti apartment se Sargam apartment tak, Sargam apartment se sulabh awas ko jaane wali evam smriti apartment and Srishti apartment ke madhya isthit chatigrast sadak ke sudhikaran ka karya.
2026_LDAUP_1132496_1
265/E-NIVIDA/C.E./2025-26/7
Open Tender
Civil Works - Roads
Percentage
270 days
L.D.A. Gomti Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
Secretary, L.D.A.
₹3.1 L
1 Jun 2026
4 Apr 2026
22 Apr 2026
4 Apr 2026
21 Apr 2026
4 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 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023- 4.1.8 | 1 | Cum | - | - |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 2023- 6.1.2 | 0.2 | Cum | - | - |
| 4 | 12 mm cement plaster of mix :, 1:6 (1 cement: 6 coarse sand) DSR 2023- 13.4.2 | 1 | Sqm | - | - |
| 5 | 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 | - | cum | - | - |
| 6 | Providing and applying tack coat with bitumen (Vg-10) pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.Both wheeled Roller 8 - 10 tonne capecity, finished to required level and grades. (Sanction Rate) -1053 | - | sqm | - | - |
| 7 | 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 | - | - |
| 8 | 25 mm thick Semi-Dense Bituminous Concrete (S.D.B.C.) (Using Water Plastic) providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent mix to work at site as per MORTH & H specification clause No. 508 complete in all respects(Reducing Bituminous Quantity by 8% and replacing it by Plastic wastage as per IRC : SP: 98-2013) (Sanction Rate)-1054 | 0.2 | mt | - | - |
| 9 | 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 | - | - |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor graded on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401. for grading I material (GSB-1) (Sanction rate) -1001 | 1 | CUM | - | - |
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