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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC 1st Lowest | |
| 2 | L2₹4.1 L+₹1,390 (0.34%)Rejected-AOC NEAR GOVT GIRLS SCHOOL VILLAGE DINOD TEHSIL AND DISTRICT BHIWANI 127111 | BHIWANI | BHIWANI | HARYANA | 127111 | L2 | Rejected-AOC 2nd Lowest | |
| 3 | L3₹4.2 L+₹15,811 (3.88%)Rejected-AOC NEAR BABA HANUMAN MANDIR VILLAGE PHOOLPURA TEHSIL AND DISTRICT BHIWANI 127021 | BHIWANI | HARYANA | 127021 | L3 | Rejected-AOC 3rd Lowest | |
| 4 | L4₹4.4 L+₹33,087 (8.12%)Rejected-AOC VPO KHERARI TEHSIL KALANAUR DISTT ROHTAK HARYANA 124113 | ROHTAK | HARYANA | 124113 | L4 | Rejected-AOC 4th Lowest | |
| 5 | L5₹4.9 L+₹82,199 (20.2%)Rejected-AOC NEAR GOVT MIDDLE SCHOOL VILLAGE KHERI SANWAL TEHSIL AND DISTRICT CHARKHI DADRI | CHARKHI DADRI | CHARKHI DADRI | HARYANA | L5 | Rejected-AOC 5th Lowest |
Tender Value
₹4.6 L
EMD Value
₹9,260
Closing Date
22 Mar 2022, 5:00 pmClosed
Executive Engineer, Bond W/S Division Bhiwani
Executive Engineer, Bond W/S Division Bhiwani
Construction of 1 No. Injection Bore well in Canal rest House at village Bond.
2022_HRY_210330_4
1344-63/NIT dated 03.03.2022
Open Tender
Civil Works
Works
90 days
Bhiwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹9,260
Yes
26 Apr 2022
4 Mar 2022
24 Mar 2022
4 Mar 2022
22 Mar 2022
4 Mar 2022
Amount
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 4.14)
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: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR 6.1.4)
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:3 @ 4341-2748+3493 = 5086 (HSR 7.20.1-7.4+7.3
12 mm thick cement plaster 1:4 (HSR 11.5.3)
Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. (HSR 33.12)
Supplying, filling, spreading & 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 & lifts, all complete as per direction of Engineer-in-charge.(HSR 33.13).
Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (HSR 33.14)
Boring/drilling bore well of required dia 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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level. All kind of soil 300 mm dia (HSR 33.7.1.1)
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 & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200mm nominal size dia (HSR 33.8.3)
Supply & lowering of well casting PVC pipe 400 mm dia specification as per IS 12818-2010 (N.S) @ 1400/- complete as per specifications. (HSR NS)
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 & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia (HSR 33.9.3)
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: 200 mm dia (HSR 33.16)
Supply, testing and lowering of ISI marked all welded stainless steel screen (SS304) cage Type V-Wire Wound Screens in bore wells conforming to IS:8110 & compositions of material as per IS:1012, outer dia 221mm equivalent thickness required as per code, tensile load 14000 kg minimum and ring thickness as per IS code of following sizes:- Stainless Steel Screens 200x6.3x0.75mm (HSR 20.107.1.4.)
Material Rate of Charcoal (HSR EL253)
To evaluate the required sub soil strata and water table in the fields soil conservation report (N.S) @11000/- for 1 no. recharge wells (HSR NS)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33).
AVTAR SINGH CONTRACTOR
THE PHOOLPURA CO-OP. L and C SOCIETY LTD.
RAKESH CONTRACTOR
Pawan Kumar Contractor
SUBHASH CHAND
The Bawani Khera Radha Swami Coop L and C Society Ltd
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