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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹1.5 Cr+₹10.2 L (7.32%)Rejected-AOC BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | ₹1.5 Cr+₹10.2 L (7.32%) | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹1.5 Cr+₹13.2 L (9.49%)Rejected-AOC | ₹1.5 Cr+₹13.2 L (9.49%) | L3 | Rejected-AOC 3rd lowest |
| 4 | L4₹1.7 Cr+₹33.5 L (24.1%)Rejected-AOC | ₹1.7 Cr+₹33.5 L (24.1%) | L4 | Rejected-AOC 4th lowest |
| Sl No | Description | Qty | Unit | HARINDER PHOGAT L1 | SURYAKANT CONTRACTOR L3 | SURENDER SINGH L2 | BAL KRISHAN CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Ns item is not sanctioned in estimate therefore please do not enter any rate for it. | 1 | Cum | - | - | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
17 Mar 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Estimate for providing brick pitching and bank strengthening from RD 50500 to 57000 of Saiman Dhanana Link Drain.
2026_HRY_507272_1
2026D095B870 2343 42CD AEB7 922A48C3BA51127IRR
Open Tender
Civil Works
Works
100 days
DHANANA DHANANA DHANANA DHANANA-II DHANANA-
2 documents required · 2 mandatory
₹15,000
₹2.9 L
Yes
7 Apr 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
Ns item is not sanctioned in estimate therefore please do not enter any rate for it.
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 #
[11.25.2]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. Raised and cut pointing [Through Rate]
[14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide. [Through Rate]
[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means [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]
[4.33]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. [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]
[6.22.1.3]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. 1.3. All works above plinth and up to floor IV level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) [Through Rate]
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
[7.22.3]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 : 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
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