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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC | ₹3.4 Cr | L1 | Accepted-AOC ok |
| 2 | Not Admitted-Fee/PreQual/Technical JIND JIND HARYANA | JIND | HARYANA | 126101 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
17 Feb 2021, 1:00 pmClosed
Executive Engineer
W/S Feeder Division, Rohtak
Constructing Nilaheri Pipe Line link drain (through underground pipe line) from RD 0 to 15900 out-falling into JLN Feeder at RD 320600-L.
2021_HRY_158719_1
552-72/2-A
Open Tender
Civil Works
Item-rate/Agreement basic
120 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹5.9 L
Yes
Rohtak
19 Mar 2021
5 Feb 2021
19 Feb 2021
5 Feb 2021
17 Feb 2021
5 Feb 2021
10 Feb 2021
Amount
Dismentling of Cement Concrete plain 1:4:8 as per HSR item No.-8.6(b)
Dismentling of Cement Concrete 1:3:6 as per HSR item No.-8.6(c)
Earth work excavation in foundation and trenches (HSR 6.6)
Providing, lowering cuting, jointing and testing of 900 mm dia RCC pipe clas NP3 as per IS 458-2003 with socketed joints manufactured with ISI marks etc (HSR 29.96)(viii)
Providing, lowering cuting, jointing and testing of 600 mm dia NP3 pipe as per HSR No- 29.96 (v)
Centering and shuttering for face of concrete HSR 9.13
Centering & shuttering for wall HSR Item No. 9.5
Design Mix concrete of grade M-15 with minimum cement content 240kg. / cum HSR Item No. 10.64
Design Mix concrete of grade M-30 with minimum cement content 340kg. / cum HSR Item No. 10.67
1st class brick work laid in cement sand mortar 1:3 HSR 11.5
12 mm thick cement plaster in 1:4 HSR 15.5
Reinforcement steel yield strength deformed bars grade FE-500 conformining to B.I.S Code HSR Item No. 18.22
Earth work excavation in foundation with avg. lead of 45 mtr HSR 6.2(b) & C+6.3 (i)
Fixing MS Girder (300x140 mm) on Sump well as per HSR item No 18.1 (a)
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