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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹92.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹98.4 L+₹6.3 L (6.82%)Admitted-Fee/PreQual/Technical/Finance AT PO MAHAGAMA GODDA JHARKHAND 814154 | MAHAGAMA | GODDA | JHARKHAND | 814154 | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹99.9 L
EMD Value
₹2 L
Closing Date
6 Aug 2026, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Godda
Executive Engineer, RCD, Road Division, Godda
Special Repair in 2nd, 3rd, 4th, 10th, 11th, 16th, 17th and 19th Km of Nayanagar to Hanwara (Bihar Border) Road Via Milky, Parsa, Narotampur, Dumariya, Ramkol Road under Non Plan head for the Year 2026-27.
2026_CECOM_116679_1
RCD/GODDA/845/2026-27 (Group 1)
Open Tender
Civil Works - Roads
Percentage
90 days
Nayanagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2 L
7 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
6 Aug 2026
30 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 | Excavation in soil with Dozer with lead upto 1000 metres
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
vide R.C.D. S.O.R. 3.03 | 222.75 | M3 | 114.7 | ₹25,549.43 |
| 2 | Maintenance of Earthen Shoulder (filling with fresh soil)
Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
vide R.C.D. S.O.R. 10.02 | 700.88 | M3 | 42.1 | ₹29,507.05 |
| 3 | Construction of Subgrade (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) (Sub Grade to be constructed with stone dust with CBR > 12.0%)
vide R.C.D. S.O.R. 3.18 | 864 | M3 | 1,238.42 | ₹10,69,994.88 |
| 4 | Granular Sub-Base with Graded Material (Table:- 400-1)
By Mix in Place Method
(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.
Rate per cum for grading-V Material
vide R.C.D. S.O.R. 4.01B(V) | 411.75 | M3 | 2,337.24 | ₹9,62,358.57 |
| 5 | 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 R.C.D. S.O.R. 4.14 B | 724.22 | M3 | 3,005.51 | ₹21,76,650.45 |
| 6 | Prime Coat over WMM/WBM
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 R.C.D. S.O.R. 5.01 A (i) | 3,108.75 | M2 | 81.45 | ₹2,53,207.69 |
| 7 | 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 R.C.D. S.O.R. 5.02(ii) | 2,973.75 | M2 | 16.01 | ₹47,609.74 |
| 8 | Tack Coat on Bituminous surfaces
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 surface cleaned with mechanical broom.
vide R.C.D. S.O.R. 5.02 (i) | 5,779.5 | M2 | 12.93 | ₹74,728.94 |
| 9 | 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 R.C.D. S.O.R. 5.04 B | 148.69 | M3 | 10,826.05 | ₹16,09,725.37 |
| 10 | 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 @5.2 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 respects.
vide R.C.D. S.O.R. 5.05 B | 173.39 | M3 | 12,299.51 | ₹21,32,612.04 |
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