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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.7 LAccepted-AOC | ₹47.7 L Quoted ₹47.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹48.6 L+₹74,599.48 (1.56%)Rejected-AOC | ₹48.6 L+₹74,599.48 (1.56%) | L2 | Rejected-AOC Reject |
| 3 | L3₹49.6 L+₹1.7 L (3.65%)Rejected-AOC H NO 185 WARD NO 12 HANUMAN COLONY NEAR SUKHPURA CHOWK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹49.6 L+₹1.7 L (3.65%) | L3 | Rejected-AOC Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical MUNICIPAL COMMITTEE DHARUHERA | BHIWANI | HARYANA | 127021 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹46.0 L
EMD Value
₹92,100
Closing Date
8 Dec 2025, 5:00 pmClosed
JAIPAL
Municipal Council Nuh
CONSTRUCTION OPF IPB ROAD FROM HINDU HIGH SCHOOL TO PALDI ROAD WARD NO.12 MC NUH (Recall)
2025_HRY_485373_1
2025B24A6834 AB64 47E6 94ED ED7861BD9168337ULB
Open Tender
Civil Works
Works
90 days
MC Nuh
2 documents required · 2 mandatory
₹5,000
₹92,100
Yes
30 Jan 2026
25 Nov 2025
9 Dec 2025
25 Nov 2025
8 Dec 2025
25 Nov 2025
25 Nov 2025 - 8 Dec 2025
[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
[2.B0242] B0242. 150 mm dia PVC pipe [Rate]
[21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate]
[21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate]
[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [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]
[6.3.1]Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
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