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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | ₹9.9 L | L1 | Accepted-AOC ok |
| 2 | L2₹10.1 LRejected-AOC WARD NO 11 NEAR POST OFFICE RAWAT PANA DINOD BHIWANI | BHIWANI | BHIWANI | HARYANA | ₹10.1 L | L2 | Rejected-AOC ok |
| 3 | L3₹10.2 LRejected-AOC HAMUMAN MANDIR GALI RUDRA COLONY BHIWANI TEHSIL AND DISTRICT BHIWANI | BHIWANI | BHIWANI | HARYANA | ₹10.2 L | L3 | Rejected-AOC ok |
| 4 | L4₹10.5 LRejected-AOC VEDOWALI GALI HALU BAZAR BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | ₹10.5 L | L4 | Rejected-AOC ok |
| 5 | L5₹10.6 LRejected-AOC TOSHAM | ₹10.6 L | L5 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | GOVIND KUMAR L4 | R S ROAD AND BUILDING CONSTRUCTION L3 | SHREE SHYAM CONSTRUCTION COMPANY L1 | The Tridev Co-Operative L&C Society Ltd. Tosham L5 | The Dinod C S Bhati Co-Op L&C Society Ltd. Bhiwani L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | No NS items | 1 | Nos. | - | - | - | - | - |
Tender Value
₹12.0 L
EMD Value
₹23,910
Closing Date
25 Feb 2026, 5:00 pmClosed
ANURAG GOYAL
Jui W.S. Divn. Bhiwani
Construction of Cow ghat at RD 60600/L Ch. Bansi lal canal
2026_HRY_503604_1
2026F0906AFC 4084 45E2 9502 8CBEDA043085128IRR
Open Tender
Civil Works
90 days
CHANDAWAS
Construction of Cow ghat at RD 60600/L Ch. Bansi lal canal
2 documents required · 2 mandatory
₹1,000
₹23,910
Yes
11 Mar 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 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 #
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate]
[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[14.9.2]Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10) 2. concrete lining on side slopes for vertical height up to 3.50 m. [Through 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]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[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]
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
[7.21.3]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
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