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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC H NO 501 DEEPAK VIHAR KHORA COLONY GHAZIABAD U P PIN CODE 201020 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201020 | ₹1.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹2.0 LRejected-AOC DARAULI HOUSE NO 119 DARAULI 123411 | REWARI | HARYANA | 123411 | ₹2.0 L | L2 | Rejected-AOC ok |
| 3 | L3₹2.0 LRejected-AOC H NO 399 VPO LILODH TEHSIL KOSLI 123303 | KOSLI | REWARI | HARYANA | 123303 | ₹2.0 L | L3 | Rejected-AOC ok |
Tender Value
₹2.0 L
EMD Value
₹3,950
Closing Date
14 May 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Master Water Supply Rewari for the year 2025-26
2026_HBC_520094_1
20265A00DAAE 0A7B 4EC1 B80A 46BCB2C81813258HSV
Open Tender
Civil Works
30 days
Rewari
2 documents required · 2 mandatory
₹295
₹3,950
Yes
21 May 2026
7 May 2026
15 May 2026
7 May 2026
14 May 2026
7 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | [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. | 300 | Sqm | 556 | ₹1,66,800 | BI01010001010000000000000515BI0100001118 |
| 2 | [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 | 24 | cum | 1,174 | ₹28,176 | BI01010001010000000000000515BI0100001119 |
| 3 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications | 300 | Sqm | 7 | ₹2,100 | BI01010001010000000000000515BI0100001120 |
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