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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | ₹6.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.1 LRejected-Finance CIVIL LINE MATATILA ROAD TALBEHAT DISTT LALITPUR U P | TALBEHAT | LALITPUR | U P | ₹6.1 L | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹12,300
Closing Date
29 Jan 2026, 3:00 pmClosed
Executive Engineer
up state construction and infrastructure development corporation ltd. Lalitpur near DPRO office
Bundelkhand Vikas Nidhi Jilans Year 2025-26 ke antargat Vikas Khand Talbehat ke Gram Baghaura mein Hazariya ke paas Sarvajanik Sthan par Tin Shed may Chabutra ka Nirman.
2026_SCIDC_1107178_1
35/EE/ET/LTP/2025-26
Open Tender
Civil Works
Percentage
120 days
BAGHORA HAJARIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,062
EXECUTIVE ENGINEER UPSCIDCO Ltd.
₹12,300
1 Jul 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
TEEN SHED
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge
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
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
15 mm cement plaster : 1:6 (1 cement : 6 coarse sand)
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
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm Thick
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing Sign board
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