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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.5 L+₹149 (0.10%)Rejected-Finance AMBALA CANTT | 2 | Rejected-Finance L2 |
Tender Value
₹1.2 L
EMD Value
₹2,362
Closing Date
24 Jan 2022, 5:00 pmClosed
Executive Engineer
W.S. Division No.1. Rewari
Construction of Pipe Culvert at K.M. 1.650 of Mundra Minor
2022_HRY_204613_2
1/6A dated 14.01.2022
Open Tender
Civil Works
Item-rate/Agreement basic
30 days
XEN W.S. Division No.1. Rewari
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹2,362
Yes
11 Feb 2022
19 Jan 2022
25 Jan 2022
19 Jan 2022
24 Jan 2022
19 Jan 2022
Amount
Civil Work
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (HSR item No.4.14.1)
Providing and laying in position cement concrete 1:3:6 excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level (HSR item No. 6.1.4)
Providing and laying in position cement concrete 1:1.5:3 excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level (HSR item No. 6.1.1)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (HSR item No.7.21.1)
Providing lowering cutting jointing and testing 600mm dia RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1 :3/2 cement sand mortar and with end dowels filled with 1 :3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being (HSR item No.21.95.5)
12 mm cement plaster of mix 1:3 (HSR item No.11.5.2)
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 up to 1.5 m (HSR item No.4.32)
Sandeep Kumar Contractor
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