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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹93,899.36Admitted-Finance | -38.50% | ₹93,899.36 | L1 | Admitted-Finance |
| 2 | L2₹97,731.68Admitted-Finance | -35.99% | ₹97,731.68 | L2 | Admitted-Finance |
| 3 | L3₹1.0 LAdmitted-Finance | -33.36% | ₹1.0 L | L3 | Admitted-Finance |
| 4 | L4₹1.1 LAdmitted-Finance | -30.00% | ₹1.1 L | L4 | Admitted-Finance |
| 5 | L5₹1.1 LAdmitted-Finance | -28.75% | ₹1.1 L | L5 | Admitted-Finance |
Tender Value
₹1.5 L
EMD Value
₹4,000
Closing Date
2 Apr 2026, 2:00 pmClosed
SE Civil
57 George town PRG
Civil works related to Construction of Various Auxiliary Foundations
2026_UPCTL_1126421_1
65/ECTC,PRG/2025-26
Open Tender
Civil Works
30 days
Prayagraj
Refer to tender documents
2 documents required · 2 mandatory
₹590
SE CTC PRG A/c 8832005900000016 IFSC PUNB0883200
₹4,000
30 Apr 2026
18 Mar 2026
3 Apr 2026
18 Mar 2026
2 Apr 2026
18 Mar 2026
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 for all lift, as directed by Engineer-in-charge.(Code no-2.6.1)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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)(Code No. 4.1.2)
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)(Code No. 4.1.8)
Centering and shuttering including strutting, propping etc.& removal of form for Foundations, footings, bases of columns, etc. for mass concrete(Code No. 5.9.1)
Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI No. 9.14)
Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15)
Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). (CSI No. 9.32)
Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)(Code no13.16.1)
Neat cement punning.( Code No 13.18)
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Special Condition :-
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Full Postal Address:……………………….
Phone No……………….. Mob. No…………
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