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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC WARD NO 2 BASS MOHALLA HATHIN WARD NO 2 121103 | HATHIN | PALWAL | HARYANA | 121103 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹24.0 L+₹1.2 L (5.40%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹24.2 L+₹1.4 L (6.24%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S NIKKU MANPOWER and CONSTRUCTION L1 | M/S A.K ENTERPRISES L2 | JBM BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Supply of Earth Filling | 668.34 | Cum | 504 ₹3,36,844.37 Lowest | 670 ₹4,47,789.14 | 609 ₹4,07,020.28 |
Tender Value
₹21.7 L
EMD Value
₹44,000
Closing Date
29 Dec 2025, 5:00 pmClosed
ZAVED HUSSAIN
Municipal Committee Hathin
construction of rmc street in front of civil hospital road to tofik doctor and sakeel utawariya shop in ward no 13 mc hathin
2025_HRY_492110_1
2025952F1748 32B7 4290 85C0 C6FA8AF90EAA330ULB
Open Tender
Civil Works
Works
179 days
MC Hathin
2 documents required · 2 mandatory
₹1,000
₹44,000
Yes
7 Feb 2026
22 Dec 2025
30 Dec 2025
22 Dec 2025
29 Dec 2025
22 Dec 2025
22 Dec 2025 - 29 Dec 2025
Supply of Earth Filling
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
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 #
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]
[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) 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]
[6.23.1.2]Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. 1.2. All works up to plinth level M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) [Through Rate]
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_570439.xls
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