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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.3 LAccepted-AOC HOUSE NO 442 PHASE 1 SECTOR 1 HUDA NARNAUL HARYANA 123001 | NARNAUL | MAHENDRAGARH | HARYANA | 123001 | L1 | Accepted-AOC Accept | |
| 2 | L2₹87.5 L+₹6.9 L (8.62%)Rejected-AOC VPO BERLA TEHSIL AND DISTT CHARKHI DADRI HARYANA | CHARKI DADRI | HARYANA | 127022 | L2 | Rejected-AOC Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical C O PAWAN KUMAR S O SH RISHAL SINGH R O VPO RAWALWAS KHURD HISAR | HISAR | HISAR | HARYANA | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹65.3 L
EMD Value
₹1.3 L
Closing Date
5 Dec 2022, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, NNL
Recharging ground watertable from surplus water during rainy season by installing injection wells or suitable structure at 25 different locations in Ateli Block Distt Mohindergarh
2022_HRY_247056_1
20229434D24C 3072 48AC BD5A 7A519141C48A159IRR
Open Tender
Civil Works
Works
120 days
BIHALI KANTI KHERI NAWEDI
Recharging ground watertable from surplus water during rainy season by installing injection wells
4 documents required · 4 mandatory
₹5,000
₹1.3 L
Yes
10 Mar 2023
24 Nov 2022
5 Dec 2022
24 Nov 2022
5 Dec 2022
24 Nov 2022
Amount
[HSR No. 33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. Through Rate
[HSR No. 33.13]Supplying, filling, spreading and levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. Through Rate
[HSR No. 33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. Through Rate
[HSR No. 33.15]Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Through Rate
[HSR No. 33.16.3]Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 3. 200 mm dia Through Rate
[HSR No. 33.17.3]Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 3. 200 mm clamp Through Rate
[HSR No. 33.18.3]Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 3. 200 mm dia Through Rate
[HSR No. 33.19]Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. Through Rate
[HSR No. 33.8.3]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia Through Rate
[HSR No. 33.9.3]Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 3. 200 mm nominal size dia Through Rate
[HSR No. 4.12.1]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. 1. All kinds of soil Through Rate
[HSR No. 6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) Through Rate
Boring/drilling bore well of 450 mm i/d for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment`s, tools, plants and machineries required for the job (NS Item)
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