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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹41.9 LAdmitted-Finance 00 PASHU CHIKITSALAYA PAKHRAULI UNNAMED ROAD PAKHARAULI SULTANPUR UTTAR PRADESH 228001 | SULTANPUR | UTTAR PRADESH | 228001 | -2.66% | ₹41.9 L | L1 | Admitted-Finance |
| 2 | L2₹47.2 L+₹5.3 L (12.7%)Admitted-Finance H NO 12 18 BAGATPURA OLD DC ROAD SONEPAT 131001 | SONEPAT | SONIPAT | HARYANA | 131001 | +9.66% | ₹47.2 L+₹5.3 L (12.7%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 2214 URBAN ESTATE JIND | JIND | HARYANA | 126101 | - | - | - | Rejected-Technical EMD not received |
| 4 | Rejected-Technical BHIWANI HARYANA | BHIWANI | HARYANA | 127021 | - | - | - | Rejected-Technical EMD not received |
| 5 | Rejected-Technical GALI NO 5 SUNAROWALI VINOD NAGAR MILL GATE HISAR | - | - | - | Rejected-Technical Not fulfill the terms and conditions |
Tender Value
₹43.1 L
EMD Value
₹86,100
Closing Date
11 Jul 2026, 6:55 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
SPECIAL REPAIR OF MASTER ROADS IN SECTOR-8 JIND
2026_HBC_533893_1
2026FCF8BDB4 72B5 4A89 B9BC 2695E2E2BF39259HSV
Open Tender
Civil Works
Works
90 days
Jind
Preparation arrangement for the visit of Honble Prime Minister of India for Public meeting at Jind and all other works contingent thereto Including One year maintenance and defect liability period free of cost
2 documents required · 2 mandatory
₹1,000
Yes
₹86,100
Yes
18 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
11 Jul 2026
6 Jul 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 | [1.LB067] LB067. Mazdoor (unskilled) | 250 | Per day | 325 | ₹81,250 |
| 2 | [1.PM026] PM026. Tractor with trolley | 48 | Per day | 6,237 | ₹2,99,376 |
| 3 | [1.PM108] PM108. Water Tanker | 250 | Hours | 447 | ₹1,11,750 |
| 4 | [1.PM115] PM115. Crane 10 tonne capacity | 240 | Hours | 1,055 | ₹2,53,200 |
| 5 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) | 65.8 | Sqm | 126 | ₹8,290.8 |
| 6 | [11.52]Cement rendering on plaster 1 mm thick | 65.8 | Sqm | 28 | ₹1,842.4 |
| 7 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity | 10 | Per day | 9,276 | ₹92,760 |
| 8 | [17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material | 242.46 | cum | 1,044 | ₹2,53,128.24 |
| 9 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications | 1,250 | Sqm | 28.55 | ₹35,687.5 |
| 10 | [17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH
Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
Grading II (19 mm nominal size) | 23.5 | cum | 8,508 | ₹1,99,938 |
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