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Tender Value
₹11.5 L
EMD Value
₹11,467
Closing Date
4 Jul 2026, 5:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE OFFICER, NAC KHARIAR ROAD
OFFICE OF EXECUTIVE OFFICER, NAC KHARIAR ROAD
CONSTRUCTION OF BT ROAD FROM HOMIOPATHY CLINIC BACK SIDE TO NURANI CHOWK VIA PATEL NAGAR PARK WARD NO 15
2026_ORULB_132399_8
18681/KHRD
Open Tender
Civil Works - Others
KHARIAR ROAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
EXECUTIVE OFFICER, NAC KHARIAR ROAD
₹11,467
Yes
20 Jun 2026
20 Jun 2026
7 Jul 2026
20 Jun 2026
4 Jul 2026
20 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 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete. | 1,305 | SQM | 6.06 | ₹7,908.3 | BI01010001010000000000000515BI0100001112 |
| 2 | Flank dressing to proper camber (per 100 Sq. Mtr.) (Data for 9.3 sqm.) | 2,610 | SQM | 7.07 | ₹18,452.7 | BI01010001010000000000000515BI0100001113 |
| 3 | Cleaning the exixting granular base/ BT surface including removal of binding materials and othr foreign materials with wire brushes etc | 1,305 | SQM | 5.35 | ₹6,981.75 | BI01010001010000000000000515BI0100001114 |
| 4 | Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision). | 1,305 | sqm | 13.8 | ₹18,009 | BI01010001010000000000000515BI0100001115 |
| 5 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45 | 6 | Cum | 11,442.92 | ₹68,657.52 | BI01010001010000000000000515BI0100001116 |
| 6 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-175 Item -47 | 68.51 | Cum | 14,653.8 | ₹10,03,931.84 | BI01010001010000000000000515BI0100001117 |
| 7 | Both Side Edge Part I-& Part-II Road | 45.5 | SQM | 500 | ₹22,750 | BI01010001010000000000000515BI0100001118 |
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