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Tender Value
₹80.0 L
EMD Value
₹1.6 L
Closing Date
11 Jun 2026, 12:00 pm5d left
Executive Engineer, R.C.D., Road Division, Deoghar
O/O Executive Engineer, R.C.D., Road Division, Deoghar
Ordinary repair and Other Works of Bhurbhura (Circular Path) more to Shivganga Road and Bharti Hotel to V.I.P Gate (Length - 1.74 KM) under Shrawani Mela for the year 2026-27
2026_CECOM_114747_1
RCD/DEOGHAR/859/2026-27 (2nd Call)
Open Tender
Civil Works
36 days
Bhurbhura (Circular Path) more to Shivganga Road
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.6 L
5 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
11 Jun 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.
Vide Sor No 2.03 (i) A | - | Hect. | 88,499.5 | - |
| 2 | Granular Sub-Base with Coarse Graded Material ( 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) for grading- V Material
Vide Sor No 4.01 B (V) | - | cum | 2,474.71 | - |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
Vide Sor No 3.18 | - | cum | 131.3 | - |
| 4 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Vide Sor No 4.14 B | - | Cum | 2,983.98 | - |
| 5 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Vide Sor No 5.01 A (i) | - | Sqm | 80.66 | - |
| 6 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Vide Sor No 5.02 (ii) | - | Sqm | 15.73 | - |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.Vide Sor No 5.02 (i) | 1 | Sqm | 12.7 | ₹12.69 |
| 8 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.Vide Sor No 5.04 B | 1 | Cum | 10,683.94 | ₹10,673.26 |
| 9 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respe
Vide Sor No 5.07 B | 0.8 | Cum | 12,133.55 | ₹9,694.71 |
| 10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) Vide Sor No 8.13 | - | Sqm | 584.3 | - |
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