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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC 01 MADHU BHAWAN FIRST FLOOR FLATE NO 01 NAWADIH DHANBAD JHARKHAND 828130 | DHANBAD | JHARKHAND | 828130 | ₹27.2 L | L1 | Accepted-AOC As per LOA |
| 2 | Rejected-Technical | - | - | Rejected-Technical As per TCR |
| 3 | Rejected-Technical WARD NO 14 BCM COLONY KHONGAPANI CHHATTISGARH 497 447 | KOREA | CHHATTISGARH | 497447 | - | - | Rejected-Technical As per TCR |
| 4 | Rejected-Technical BINA ROAD PARAS AMPARA SONCHHADRA UP 231225 | SONCHHADRA | SONBHADRA | UP | 231225 | - | - | Rejected-Technical As per TCR |
Tender Value
₹37.4 L
EMD Value
₹46,900
Closing Date
13 Mar 2026, 11:00 amClosed
Staff Officer Civil Bina Project
Office of AGM Bina project Sonebhadra UP-231220
Providing shelter for switch and transformer along with sitting arrangement and OB filled PVC bags at Turra and Purewa sump at Bina Project.
2026_NCL_354431_1
B/Civil/2025-26/ETN-41 dtd 24.02.2026
Open Tender
Civil Works - Others
180 days
Office of AGM Bina project Sonebhadra UP
As per NIT
3 documents required · 3 mandatory
₹46,900
18 Mar 2026
24 Feb 2026
14 Mar 2026
24 Feb 2026
13 Mar 2026
25 Feb 2026
25 Feb 2026 - 9 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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
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) : 3 graded stone aggregate 20 mm nominal size).
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
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)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
Neat cement punning.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Poviding and Fixing OB filled PVC Bags
Total impact of GST for the purpose of CTC
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