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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹168.7 CrAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹175.5 Cr+₹6.8 Cr (4.06%)Rejected-AOC | L2 | Rejected-AOC OK | |
| 3 | L3₹216.8 Cr+₹48.1 Cr (28.5%)Rejected-AOC AHEMDABAD B WING 15TH FLOOR PRIVILON BUILDING VIKRAM NAGAR AMBALI BOPAL ROAD BEHIND ISCONTAMPLE AHEMDABAD 380058 GUJRAT INDIA | AHMADABAD | GUJARAT | 380058 | L3 | Rejected-AOC OK | |
| 4 | Not Admitted-Fee/PreQual/Technical PLOT NO 137 2ND FLOOR AVTAR ENCLAVE PASCHIM VIHAR NEW DELHI 110063 | WEST | DELHI | 110063 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹137.1 Cr
EMD Value
₹2.7 Cr
Closing Date
15 Mar 2021, 1:00 pmClosed
Executive Engineer
W/S Feeder Division, Rohtak
Cement Concrete Lining (Design Mix) by paver from RD 0 to 343100 of JLN Feeder (except reach RD 105000 to 107000, 136000 to 195600, 235100 to 238800, 241000 to 242900, 249500 to 255000, 270000 to 275000, 300000 to 304000 and 339700 to 340350).
2021_HRY_161481_2
No. 995-1015/2-A
Open Tender
Civil Works - Canal
Item-rate/Agreement basic
540 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹50,000
₹2.7 Cr
Yes
Rohtak
28 Apr 2021
2 Mar 2021
17 Mar 2021
2 Mar 2021
15 Mar 2021
2 Mar 2021
8 Mar 2021
Amount
Dismentling Brick Work Tile Masonary, tile lining & tile terracing HSR Item No. 8.5 (b)
Dismantling of C.C 1:3:6 plain HSR 8.6 (c)
Earthwork of Silt clearance with an average lead 45 Mtr. HSR No. 6.1 (b) & (d)
Earthwork of Silt clearance with an average lead 60 Mtr. HSR No. 6.1 (b) (d)
Berm Clearance with an average lead up to 30 Mtr. HSR Item No. 6.2 (b) (i) & 6.3 (i)
Earthwork Excavation / Filling in all kind of soil i/c with average lead 495 Mtr. lead HSR 6.2 (b) (c) (i) (ii) (iii) & 6.3 (i)
Earthwork Excavation in ordinary soil i.e. Kassi Work upto 2 Mtr. HSR 6.2 (a)
Washing Scurbing with brushes of existing Brick / Tile Lining HSR 10.119
Providing & Fixing expension joints with bitumen filler 12 MM wide as per HSR 24.34
Providing & Laying Design Mix Cement concrete of Grade M-15 with minimum cement content 240 Kg. / Cum side lining 125 mm thick by paver on side slope complete in all respect
Providing & Laying Design Mix Cement concrete of Grade M-15 with minimum cement content 240 Kg. / Cum in bed lining 125 mm thick by paver complete in all respect
Design Mix Cement Concrete of Grade M-15 with minimum cement content 240 Kg. per Cum in foundation and plinth (for coping) as per HSR Item No. 10.64
Providing & Laying Design Mix Cement concrete of Grade M-25 with minimum cement content 330 Kg. for RCC work on side slope with paver
Providing & Laying Design Mix Cement concrete of Grade M-25 with minimum cement content 330 Kg. for RCC work in bed with paver
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) HSR 9.13
Design Mix Cement Concrete M-10 for Bulging / Depression HSR Item No. 10.63
Reinforcement Steel yeild Stg. Deforming bar grade FE-500 contrerming B-15 HSR 18.22
Brick Masonry 1:4 in F&P for Toe Wall as per HSR Item No. 11.4
Design Mix Cement Concrete 1:3:6 for Toe Wall HSR Item No. 10.40
Preperation of Sub Grade HSR 19.10
Extra for Scafolding as per HSR Item No. 19.16
Template for 30% Area as per HSR Item No. 19.14 (For PCC)
Credit of Brick Bats
Credit of Tile Bats
Krupanidhi Construction
LCC Projects Private Limited
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