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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-AOC | ₹43.7 L Quoted ₹44.2 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹49.5 LRejected-AOC | ₹49.5 L | L2 | Rejected-AOC 2nd lowest |
| Sl No | Description | Qty | Unit | SURYAKANT CONTRACTOR L1 | BAL KRISHAN CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Ns item is not sanctioned in estimate therefore please do not enter any rate for it. | 1 | Cum | - | - |
Tender Value
₹41.2 L
EMD Value
₹82,444
Closing Date
17 Mar 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Bank Strengthening of Mundhal Talu Link Drain from RD 47844 to RD 38824 for Protection of Abadi area of Village Mundhal Khurd and Mundhal Kalan.
2026_HRY_507273_1
20265059F7AA FDD7 4526 B37C 5625FF212271127IRR
Open Tender
Civil Works
100 days
MUNDHAL KALAN MUNDHAL KHURD
2 documents required · 2 mandatory
₹2,500
₹82,444
Yes
9 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
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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]
[34.11.1]Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [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]
[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]
[6.22.2.2]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. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 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]
[7.21.1]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]
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