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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹6.5 L+₹2.3 L (54.8%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹7.9 L+₹3.7 L (86.9%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical GAUSHALA MARKET TEHSIL NARNAUL NARNAUL 123001 | NARNAUL | NARNAUL | HARYANA | 123001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.9 L
EMD Value
₹15,880
Closing Date
22 Feb 2022, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Constructing Katchha Drain in bed of defunct Barsati nala from Village Meghot Binja to Bund of Meghot Hala from KM 17.340 of Shahbazpur Disty. for recharging under ground water table in Nangal Choudhary Constituency under Atal Bhujal Yojana.
2022_HRY_206815_3
No. 709-26/6A dated 03/02/2022
Open Tender
Civil Works
Item-rate/Agreement basic
60 days
Narnaul
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹15,880
Yes
16 Mar 2022
11 Feb 2022
23 Feb 2022
11 Feb 2022
22 Feb 2022
11 Feb 2022
Amount
Excavation 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. All Kind soil (HSR item No. 4.12.1)
Excavation 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. All Kind soil (HSR item No. 4.12.1)
Excavation 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. All Kind soil (HSR item No. 4.12.1)
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 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR item No. 6.1.6)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR item No. ) (HSR item No. 7.21.1)
12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (HSR item No. 11.8.1)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe (HSR item No. 22.168.5)
Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter (HSR item No. 9.57.2)
The Baba Sita Nath Co-Op Society
The Nai Umang Co-Op Multipurpose Society Ltd.
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