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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC JOGINDER NAGAR RAJA GARDEN COLONY HIRA NAGAR NEAR PIR BABA MOSQUE YAMUNA NAGAR | YAMUNA NAGAR | YAMUNANAGAR | HARYANA | ₹6.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹7.8 LRejected-AOC VILLAGE LOHANA DIST REWARI 2025R20245 | LOHANA | REWARI | HARYANA | ₹7.8 L | L2 | Rejected-AOC ok |
Tender Value
₹8.6 L
EMD Value
₹17,250
Closing Date
24 Feb 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Water Supply Sewerage Scheme in Sector 4 Rewari for the year 2025 2026
2026_HBC_503178_1
20260BB010A8 DD86 46DB A80A 829385815427258HSV
Open Tender
Civil Works
30 days
Rewari
2 documents required · 2 mandatory
₹590
₹17,250
Yes
28 Apr 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
[10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
[14.51.2]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 2. Hire Charges for excavator 0.40 to 0.75 cum bucket capacity
[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
[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications
[17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications
[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)
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