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Tender Value
₹31.8 L
EMD Value
₹64,000
Closing Date
8 Jun 2026, 5:00 pm3d left
BHUPENDER SINGH
DIV 1 Hissar
SPECIAL REPAIR OF ROADS IN SECTOR-4P-I HISAR (REVISED)
2026_HBC_525831_1
2026FD3C663D E580 45FD BBC1 50A4E43EA11B259HSV
Open Tender
Civil Works
120 days
Hisar
Construction of Rotary in Sector-1and4 Hisar at Intersection of Sector /Master Jindal Road Hisar by providing, laying and consolidation of 50mm thick DBM, 30mm thick BC with tack coat, primer coat over a base of GSB, WMM, finishing work and providing
2 documents required · 2 mandatory
₹500
Yes
₹64,000
Yes
1 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 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 | Credit for existing installed Air Conditioner and Stabilizer (Window / Split AC) on as is where is basis including lifting from site | 33.91 | per cum | 3,664.57 | ₹1,24,265.57 | BI01010001010000000000000515BI0100001115 |
| 2 | [11.21]12 mm cement plaster 1:2 (1 cement : 2 stone dust). | 35.04 | cum | 142 | ₹4,975.68 | BI01010001010000000000000515BI0100001116 |
| 3 | [15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 | 2.26 | cum | 3,785 | ₹8,554.1 | BI01010001010000000000000515BI0100001117 |
| 4 | [17.15.1]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 1. Grading I material | 76.89 | cum | 14 | ₹1,076.46 | BI01010001010000000000000515BI0100001118 |
| 5 | [17.15.1]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 1. Grading I material | 76.89 | cum | 117 | ₹8,996.13 | BI01010001010000000000000515BI0100001119 |
| 6 | [17.15.1]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 1. Grading I material | 115.33 | cum | 911 | ₹1,05,065.63 | BI01010001010000000000000515BI0100001120 |
| 7 | [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 | 240.27 | Sqm | 1,174 | ₹2,82,076.98 | BI01010001010000000000000515BI0100001121 |
| 8 | [17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications | 1,979.49 | Sqm | 53.3 | ₹1,05,506.82 | BI01010001010000000000000515BI0100001122 |
| 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 | 3,958.98 | cum | 27.8 | ₹1,10,059.64 | BI01010001010000000000000515BI0100001123 |
| 10 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course | 222.37 | cum | 211 | ₹46,920.07 | BI01010001010000000000000515BI0100001124 |
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