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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical VARANASI | VARANASI | UTTAR PRADESH | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹26.6 L
EMD Value
₹55,000
Closing Date
5 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer (West), UPSRTC Lucknow
Executive Engineer (West), U.P State Road Transport Corporation, H.Q Lucknow
Remaining yard development at Bus-Station Bhitariya ,Barabanki.
2025_UPSRT_1102455_1
1235/DA/W/Tender/2025
Open Tender
Civil Works
Percentage
90 days
Bhitariya, Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
Executive Engineer (West), UPSRTC Lucknow
₹55,000
20 Jan 2026
29 Dec 2025
6 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
Supply and Filling of carted earth including dressing, watering, ramming and machanically compact to 95% proctor density by road roller including supply of all materials, labour and tools and plants etc, required for completion of the work. and as per direction of engineer-in-charge DSR-no-2.25(a)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023, SI.No-2.27)
Construction of granular sub-based by providing close graded with Material conforming to Grade-II (size range 53mm to 0.075mm) having CBR Value-25 specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to wor ksite, for all leads & lifts, spreading in uniform layers of specified thickness with motor garder on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (DSR 16.78.2)
Laying of I-Shaped or Zig-Zag precast rubber moulded interlocking Paver of thickness 80 mm Strength not less then 35 Mpa i/c 50 mm thick local sand base levelling and dressing of surface to required level and slop, filling joints with local sand all complete.(DSR-2023, code no-16.91.2)
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. ( DSR-23, SI No-2.8.1)
Providing and laying in position cement concrete with 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-23, SI No-4.1.10
Brick work with common burnt clay F.P.S. (non modular) bricks of class 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and tools and plants etc, required for proper completion of the work. ( DSR 6.2.)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR 4.2.2,
Steel reinforcement for R.C.C. work of Mild steel and Medium Tensile steel bars including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR-23, SI No-5.22.1
15 mm cement plaster finished with afloating coat of neat cement of mix DSR 13.10,1:4 (1 cement : 3 coarse sand)
Making groves 10 to 12 mm wide and 8 mm deep in plaster of the wall or in ceiling horizontal or vertical as required including supply of all labour and tools and plants etc, required for proper completion of the work. DSR 13.79.1
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-2023, SI.No-13.47.1)
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).11.20.3 Dark shade pigment using ordinary cemen DSR-11.20.4
S/F 140 mm dia PVC pipe 6 kg/sqcm I/c all material, labour, T&P etc. SOR Agra 2022 CH.23 item 32 D
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