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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹1.3 L+₹202.77 (0.15%)Rejected-Finance VILLAGE DEVLA NANGLKI PO UJINA THE DISTT NUH HARYANA 122107 | NUH | HARYANA | 122107 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹1.5 L+₹13,888.47 (10.4%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
₹1.6 L
EMD Value
₹1,640
Closing Date
30 Dec 2021, 5:00 pmClosed
Executive Engineer
Mewat Water Services Division, Nuh
Construction of pipe inlet at RD23350 of Ujina Drain ( Village Luhinga Kalan)
2021_HRY_201254_1
3675-95/NIT dt. 14.12.2021-Ujina-4
Open Tender
Civil Works
Item-rate/Agreement basic
30 days
Nuh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹1,640
11 Jan 2022
23 Dec 2021
31 Dec 2021
23 Dec 2021
30 Dec 2021
23 Dec 2021
Amount
Brick work with common burnt clay non-modular bricks of classdesignation 7.5 in foundation and plinth in Cement mortar 1:4. (HSR item 7.21.1)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size)(HSR item 6.1.2 )
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 1.5m, as directed by Engineer-in-charge with Lead of 180 mtr ( HSR item No. 4.12.1+3.2.2)
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 All kind of Soil ( HSR item No. 4.14.1)
Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-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 21.95.10 )
THE DEVLA NANGLI CO-OP L&C SOCIETY LTD.
The Alishan Co.op. L and C Society Ltd.
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