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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC MAIN ROAD LOHARU BHIWANI VILLAGE DHIGAWA MANDI TEHSIL LOHARU DISTRICT BHIWANI | LOHARU | BHIWANI | HARYANA | ₹47.2 L | L1 | Accepted-AOC ok |
| 2 | L2₹51.5 LRejected-AOC HOUSE NO 953 SECTOR 23 HUDA BHIWANI TEHSIL AND DISTRICT BHIWANI | BHIWANI | BHIWANI | HARYANA | ₹51.5 L | L2 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | MAHA LAXMI CONSTRUCTION COMPANY L2 | MARUTI NANDAN ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | No NS items | 1 | Nos. | - | - |
Tender Value
₹44.7 L
EMD Value
₹89,500
Closing Date
21 Mar 2026, 1:00 pmClosed
ANURAG GOYAL
Jui W.S. Divn. Bhiwani
Construction of 02 Nos. Cow ghats (at RD 2000-L of Legha-Kairu Link Channel and at RD 27300-L of Ch. Bansi Lal Canal) and protection wall in Abadi area of Bhakra village.
2026_HRY_508542_1
2026FC23D3CB FC0C 4E99 A282 114212B2DD17128IRR
Open Tender
Civil Works
120 days
SIMLIWAS BHAKRA
Construction of 02 Nos. Cow ghats (at RD 2000-L of Legha-Kairu Link Channel and at RD 27300-L of Ch. Bansi Lal Canal) and protection wall in Abadi area of Bhakra village.
2 documents required · 2 mandatory
₹5,000
₹89,500
Yes
26 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
No NS items
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) [Through Rate]
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[2.RM079] RM079. Earth Cost or compensation for earth taken from private land [Rate]
[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]
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]
[6.22.2.3]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.3. All works up to Plinth Level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) [Through Rate]
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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