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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrRejected-Technical | -7.59% | ₹2.1 Cr | L1 | Rejected-Technical Rejected vide CE(Com), RCD, Jharkhand Lt. No. 869(WE) Dated 18.06.26 |
| 2 | L2₹2.1 Cr+₹4.1 L (1.98%)Rejected-Technical NA | -5.76% | ₹2.1 Cr+₹4.1 L (1.98%) | L2 | Rejected-Technical Rejected vide CE(Com), RCD, Jharkhand Lt. No. 869(WE) Dated 18.06.26 |
| 3 | L3₹2.1 Cr+₹4.3 L (2.08%)Rejected-Technical | -5.67% | ₹2.1 Cr+₹4.3 L (2.08%) | L3 | Rejected-Technical Rejected vide CE(Com), RCD, Jharkhand Lt. No. 869(WE) Dated 18.06.26 |
| 4 | L4₹2.1 Cr+₹8.9 L (4.31%)Rejected-Technical | -3.61% | ₹2.1 Cr+₹8.9 L (4.31%) | L4 | Rejected-Technical Rejected vide CE(Com), RCD, Jharkhand Lt. No. 869(WE) Dated 18.06.26 |
| 5 | L5₹2.2 Cr+₹11.3 L (5.50%)Rejected-Technical | -2.51% | ₹2.2 Cr+₹11.3 L (5.50%) | L5 | Rejected-Technical Rejected vide CE(Com), RCD, Jharkhand Lt. No. 869(WE) Dated 18.06.26 |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
4 May 2026, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Godda
Executive Engineer, RCD, Road Division, Godda
IRQP/Strengthening work of Mirzachowki- Boarijore- Simra Road from Km 46.570 to 48.625 (Total Length- 2.055 Km) under Road Division, Godda.
2026_CECOM_113151_1
RCD/GODDA/395/2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Mohanpur Chowk
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.5 L
5 May 2026
21 Apr 2026
5 May 2026
21 Apr 2026
4 May 2026
21 Apr 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
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.
By Manual means:-
In area of light jungle
vide R.C.D. S.O.R. 2.03 i (A) | - | Hect | - | - |
| 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 | - | M2 | - | - |
| 3 | 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 | - | M3 | 2,919.38 | - |
| 4 | Prime coat (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 | - | M2 | 81.45 | - |
| 5 | Tack Coat(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) | - | M2 | 16.01 | - |
| 6 | 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) | - | M2 | 12.93 | - |
| 7 | 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 | - | M3 | 10,735.31 | - |
| 8 | 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 respects.
vide R.C.D. S.O.R. 5.05 B | - | M3 | 12,210.19 | - |
| 9 | 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 R.C.D. S.O.R. 8.13 | - | M2 | 584.3 | - |
| 10 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
vide R.C.D. S.O.R. 8.06 | - | M2 | 14,393.1 | - |
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