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Tender Value
₹51.5 L
EMD Value
₹1.0 L
Closing Date
21 Oct 2026, 5:00 pm
E.E. RWD Works Division Dhanbad
E.E. RWD Works Division Dhanbad
Construction of Road from Pathardih Coal Washrey C Type CISF Inspector House to Ravindra Choudhrys House via J.P. Football Ground (Length 0.780Km)
2026_RWD_119364_10
14/RWD/DHANBAD/26-27
Open Tender
Civil Works - Roads
Percentage
180 days
Dhanbad
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.0 L
Yes
3 Oct 2026
3 Oct 2026
23 Oct 2026
3 Oct 2026
21 Oct 2026
3 Oct 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 grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification
Clause 201
S.O.R. Item No. 2.02 | 0.23 | Ha | 19,760.3 | ₹4,544.87 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50
mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
By Mechanaical Means using Hydraulic excavator.
S.O.R. Item No. 3.14 (iii) | 1,404 | M2 | 4.8 | ₹6,739.2 |
| 3 | Construction of Subgrade and Earthen Shoulders (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.)
S.O.R. Item No. 3.18 | 1,017.9 | M3 | 131.3 | ₹1,33,650.27 |
| 4 | Excavation For road wark in Soil using Hydraulic Excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
S.O.R. Item No. 3.06, Exist.PCC (3.05) 2x 700.00x 0.500x 0.200 = | 234 | M3 | 62.4 | ₹14,601.6 |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400. 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
With Grading-I Material
S.O.R. Item No. 4.01 B (i) | 157.95 | M3 | 2,398.25 | ₹3,78,803.59 |
| 6 | 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.
S.O.R. Item No. 4.12 | 460.86 | M3 | 2,709.24 | ₹12,48,580.35 |
| 7 | Prime Coat over WMM/WBM (Providing and applying primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/såm using mechanical means.)
S.O.R. Item No. 5.01 A (i) | 2,954.25 | M2 | 80.94 | ₹2,39,117 |
| 8 | 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 granular surface cleaned with mechanical broom S.O.R. Item No. 5.02 (ii) | 2,954.25 | M2 | 15.81 | ₹46,706.69 |
| 9 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressyre distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (i) | 2,954.25 | M2 | 12.78 | ₹37,755.31 |
| 10 | Bituminous Macadam Grading-Il with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, 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.)
S.O.R. Item No. 5.03 (ii) | 147.71 | M2 | 8,565.05 | ₹12,65,143.54 |
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SBDpatherdihcoalwassary.pdf
Tender Documents • 0.98 MB
BOQ_161786.xls
BOQ • 0.33 MB
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