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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC 193 VILLAGE KOJINDA TEHSIL NARNAUL MOHINDERGARH HARYANA 123001 | NARNAUL | MAHENDRAGARH | HARYANA | 123001 | L1 | Accepted-AOC Accept | |
| 2 | L2₹12.1 L+₹1.2 L (10.8%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹12.7 L+₹1.8 L (16.8%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.4 L
EMD Value
₹20,800
Closing Date
27 Jul 2022, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Laying of RCC pipeline 300mm dia for canal to pond of village Tajipur(main pond) from Km 6.302/L of Shahbazpur Disty.
2022_HRY_230659_8
No. 4106-19/6A dt. 12/07/2022
Open Tender
Civil Works - Canal
Item-rate/Agreement basic
60 days
Narnaul
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹20,800
Yes
12 Aug 2022
16 Jul 2022
27 Jul 2022
16 Jul 2022
27 Jul 2022
16 Jul 2022
Amount
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (HSR item no- 4.16.1.2)
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia + Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre) (HSR No. 4.16.1.2 + 4.17)
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, All kinds of soil as directed by Engineer-in-charge. (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-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR item No.6.1.6)
Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge (Note:-E/W to be measured & paid separately) 300 mm i/d ( HSR Item no -20.62.3)
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-7.21.1)
12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) (HSR item No. 11.5.3)
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 stone aggregate 20 mm nominal size) (HSR No. 6.1.2)
Providing, hoisting and fixing up to near ground level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1 :1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR item No. 6.44).
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Cold twisted bars(HSR item No. 6.33.3)
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 No. 9.57.2)
The Baba Bhainya Co Op L and C Society Ltd.
THE NANGLA BABA BANDNATH CO-OP. L&C SOCIETY LTD.
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