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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC CCXC CG 39 PUSHPA COPLEX DELHI ROAD HISAR | HISAR | HISAR | HARYANA | ₹2.3 L | L1 | Accepted-AOC ok |
| 2 | L2₹2.8 L+₹40,918.35 (17.4%)Rejected-Finance | ₹2.8 L+₹40,918.35 (17.4%) | L2 | Rejected-Finance Higher Bid |
| 3 | L3₹2.8 L+₹49,579.45 (21.1%)Rejected-Finance | ₹2.8 L+₹49,579.45 (21.1%) | L3 | Rejected-Finance Higher Bid |
| 4 | L4₹3.1 L+₹71,278.11 (30.4%)Rejected-Finance PARNIHAR CHACK VPO PANJHAR CHAK TEHSIL AND DISTRICT HISAR | HISAR | HISAR | HARYANA | ₹3.1 L+₹71,278.11 (30.4%) | L4 | Rejected-Finance Higher Bid |
| 5 | Rejected-Technical BHIWANI HARYANA | BHIWANI | HARYANA | 127021 | - | - | Rejected-Technical As per notification issued by Haryana Govt Coop Department vide 4728 dated 27/06/2026 |
Tender Value
₹3.1 L
EMD Value
₹6,120
Closing Date
8 Apr 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
ANNUAL MAINTENANCE ESTIMATE FOR WATER SUPPLY SCHEME IN SECTOR 27-28, HISAR (2025-2026)
2026_HBC_512393_1
202669789013 776E 4CDC A0E9 7680FF7BA543260HSV
Open Tender
Civil Works
Works
60 days
Hisar
62/2026
2 documents required · 2 mandatory
₹250
₹6,120
Yes
27 May 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 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 |
|---|---|---|---|---|---|
| 1 | [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 | - | Sqm | - | - |
| 2 | [17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect. | - | Sqm | - | - |
| 3 | [34.2.1]Cast in Situ Cement Concrete M 20 Kerb with Channel
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer | - | Per Metre | - | - |
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