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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹8.4 L+₹17,408 (2.11%)Rejected-Finance | L2 | Rejected-Finance Higher Bidder | |
| 3 | L3₹8.6 L+₹29,777 (3.60%)Rejected-Finance | L3 | Rejected-Finance Higher Bidder | |
| 4 | L4₹8.8 L+₹52,978 (6.41%)Rejected-Finance | L4 | Rejected-Finance Higher Bidder | |
| 5 | L5₹9.2 L+₹98,222 (11.9%)Rejected-Finance VPO KHERARI TEHSIL KALANAUR DISTT ROHTAK HARYANA 124113 | ROHTAK | HARYANA | 124113 | L5 | Rejected-Finance Higher Bidder |
Tender Value
₹8.9 L
EMD Value
₹17,800
Closing Date
8 Dec 2021, 5:00 pmClosed
Executive Engineer
Sampla W/S Division, Rohtak
Providing retaining wall on Jhajjar Road Crossing of Jhajjar Sub Branch.
2021_HRY_197669_5
9469-94/12-A
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹17,800
Yes
21 Jan 2022
26 Nov 2021
9 Dec 2021
26 Nov 2021
8 Dec 2021
26 Nov 2021
Amount
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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR Item No. 4.12)
Centering and shuttering including strutting, propping etc. and removal of form work for : cum cum 6.29.1 Foundations, footings, bases for columns (HSR Item no. 6.29.1)
1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) (HSR Item No. 6.1.4)
Brick work(CM 1:3) in foundation and plinth (HSR item no 15.6.1/ 27.1)
Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR Item No. 11.25.1)
Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR Item No. 4.33)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m (HSR Item No. 4.8)
ROJGAR BUILDTECH
The Shiv Co-op Multipurpose Society Ltd
THE NOMINATH COOP MULTI PURPOSE SOCIETY LTD MADINA
RAKESH CONTRACTOR
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