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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 LAccepted-AOC 1BR COLONY POST BACHRA P S PIPARWAR DISTT CHATRA JHARKHAND | CHATRA | JHARKHAND | 825103 | 1 | Accepted-AOC Security money deposited. | |
| 2 | Rejected-Technical 268 KARGALI BAZAR BERMO BOKARO 829104 JHARKHAND | BOKARO | JHARKHAND | 829104 | - | Rejected-Technical L3 Bidder | |
| 3 | Rejected-Technical 268 KARGALI BAZAR BERMO BOKARO 829104 JHARKHAND | BOKARO | JHARKHAND | 829104 | - | Rejected-Technical L2 Bidder |
Tender Value
₹1.7 L
EMD Value
₹2,200
Closing Date
21 Jun 2022, 11:00 amClosed
P.E. (EnM), Bokaro Colliery
Office of the Project Officer Bokaro Colliery P.O. Sunday Bazar Dist. Bokaro Jharkhand 829127
Making of boundary by cutting, welding of departmentally supplied Rail Pole and work of Channel, Angle Iron along a portion of the delivery pipeline of the 1000 G.P.M. Pump in operation at the Main Sump, under Bokaro Colliery, BnK Area
2022_CCL_246476_1
PE(EnM)/Bokaro/ e-tender/22-23/ 10
Open Tender
Miscellaneous Works
Item Rate
7 days
Bokaro Colliery
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,200
Yes
1 Feb 2023
14 Jun 2022
22 Jun 2022
14 Jun 2022
21 Jun 2022
15 Jun 2022
14 Jun 2022 - 20 Jun 2022
Amount
Excavation of the cable trenches in hard rock not exceeding 1.5 metres in width, and lift upto 1.5 metres, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 metres. (0.91 mtr. X 0.91 mtr. X 0.91 mtr. = 0.75 cum x 30 nos. of poles = 22.5 cum
Providing and laying in position cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc. including form work etc. as required. 0.91 x 0.762 m x 0.762 m = 0.528 cum x 30 nos. of poles = 15.84 cum
Cutting of 6" dia M.S./ G.I. Pipes for smooth surface making as required for flange (Cutting of one no. of 10 metre length of 90 lbs Rail Pole into 6 pieces of 5 feet each = 77.4025 x 5 = 387.01"), Thus, for making 30 no. of pieces = 387.01 x 5 = 1,935.05"
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. (Jointing 15 x 2 nos. of 0.5 metre length of 100 mm x 50 mm x 6 mm Channel Iron) equivalent to 15 x 2 x (9.56 kg/m x 0.5 m) = 143.4 kg plus 48 metre length of 50 mm x 50 mm x 6 mm Angle Iron (48 m x 4.5 kg/ m = 216 kg); Total = 359.4 kg
Transporting of Poles from stock to work site
Total impact of GST for the purpose of CTC
RAJA ELECTRICAL WORKS
M/s Kiran Electrical works
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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details.html
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