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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 CrAccepted-AOC DANGALPARA HIZLA ROAD DUMKA | DUMKA | JHARKHAND | 814101 | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.2 Cr+₹13.0 L (0.76%)Rejected-Finance M 13 S S HARMU HOUSING COLONY PS ARGORA PO DORANDA RANCHI JHARKHAND 834002 | RANCHI | JHARKHAND | 834002 | L2 | Rejected-Finance HEIGHEST QUOTED BIDDER | |
| 3 | L3₹17.3 Cr+₹19.4 L (1.13%)Rejected-Finance | L3 | Rejected-Finance HEIGHEST QUOTED BIDDER | |
| 4 | L4₹17.4 Cr+₹28.0 L (1.63%)Rejected-Finance | L4 | Rejected-Finance HEIGHEST QUOTED BIDDER | |
| 5 | L5₹17.5 Cr+₹35.9 L (2.10%)Rejected-Finance | L5 | Rejected-Finance HEIGHEST QUOTED BIDDER |
| Sl No | Description | Qty | Unit | SANDEEP KUMAR L1 | M/S MANOJ KUMAR PANDEY L2 | PREETI CONSTRUCTION & DEVELOPERS PVT LTD L4 | HAKIM MOMION L3 | H N CHOUDHARY CONSTRUCTION PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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.SOR No - 2.3 | 5.14 | Hect. | 88,000 ₹4,52,320 Lowest | 88,499.5 ₹4,54,887.43 | 93,000 ₹4,78,020 | 92,924.48 ₹4,77,631.83 | 93,809.47 ₹4,82,180.68 |
| 2.00 | Granular Sub-Base with Graded Material (Table:- 400-1) Plant Mix 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
SOR No - 4.01 B (v) | 1,376.2 | cum | 2,500 ₹34,40,500 Lowest | 2,575.16 ₹35,43,935.19 | 2,700 ₹37,15,740 | 2,690.89 ₹37,03,202.82 | 2,716.52 ₹37,38,474.82 |
| 3.00 | 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. RCD SOR 4.14 BSOR No - 4.14 B | 282.6 | cum | 3,200 ₹9,04,320 Lowest | 3,228.58 ₹9,12,396.71 | 3,400 ₹9,60,840 | 3,368.54 ₹9,51,949.4 | 3,400.62 ₹9,61,015.21 |
| 4.00 | Prime Coat over WMM
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.
SOR No - 5.01 A | 1,256 | M2 | 80 ₹1,00,480 Lowest | 81.44 ₹1,02,288.64 | 86 ₹1,08,016 | 85.44 ₹1,07,312.64 | 86.25 ₹1,08,330 |
| 5.00 | 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.
RCD SOR 5.02 (ii) | 1,256 | M2 | 15 ₹18,840 Lowest | 16.01 ₹20,108.56 | 17 ₹21,352 | 16.78 ₹21,075.68 | 16.94 ₹21,276.64 |
| 6.00 | 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.
RCD-SoR- 5.02 (i) | 2,26,995.04 | m2 | 12 ₹27,23,940.48 Lowest | 12.93 ₹29,35,045.87 | 13.5 ₹30,64,433.04 | 13.56 ₹30,78,052.74 | 13.68 ₹31,05,292.15 |
| 7.00 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk 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 with VG-30 Bulk Bitumen.
RCD SOR No - 5.04A(B) | 5,309.48 | m3 | 10,300 ₹5,46,87,644 | 10,168.42 ₹5,39,89,022.62 Lowest | 10,770 ₹5,71,83,099.6 | 10,662.74 ₹5,66,13,604.78 | 10,764.29 ₹5,71,52,782.47 |
| 8.00 | Bituminous concrete Grading- II With VG-30 Bulk 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 with VG-30 Bulk Bitumen.
RCD SOR - 5.05 A(B) | 3,784.37 | m3 | 11,000 ₹4,16,28,070 Lowest | 11,436.26 ₹4,32,79,039.26 | 12,000 ₹4,54,12,440 | 11,986.84 ₹4,53,62,637.69 | 12,101 ₹4,57,94,661.37 |
| 9.00 | 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. RCD SOR - 10.02 | 47,618 | m3 | 40 ₹19,04,720 Lowest | 42.1 ₹20,04,717.8 | 44 ₹20,95,192 | 44.21 ₹21,05,191.78 | 44.63 ₹21,25,191.34 |
| 10.00 | Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Mechanical Means
Depth upto 3 m
RCD SOR - 12.01 B(i) | 2,205 | m3 | 55 ₹1,21,275 Lowest | 57.41 ₹1,26,589.05 | 60 ₹1,32,300 | 60.27 ₹1,32,895.35 | 60.84 ₹1,34,152.2 |
Tender Value
₹16.5 Cr
EMD Value
₹16.5 L
Closing Date
5 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, RCD, ROAD DIVISION, DUMKA
EXECUTIVE ENGINEER, RCD, ROAD DIVISION, DUMKA
Strengthening/IRQP Work of Tongra to Maheshbathan via Bilkandi, Jaytara Road (Total Length-21.619 Km) under Road Division Dumka for the year 2025-26
2026_CECOM_110193_1
RCD/DUMKA/25
Open Tender
Civil Works
Item Rate
180 days
DUMKA
AS PER SBD
3 documents required · 3 mandatory
₹10,000
₹16.5 L
28 Jul 2026
10 Feb 2026
6 Mar 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
| 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.SOR No - 2.3 | 5.14 | Hect. | - | - |
| 2 | Granular Sub-Base with Graded Material (Table:- 400-1) Plant Mix 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
SOR No - 4.01 B (v) | 1,376.2 | cum | - | - |
| 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. RCD SOR 4.14 BSOR No - 4.14 B | 282.6 | cum | - | - |
| 4 | Prime Coat over WMM
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.
SOR No - 5.01 A | 1,256 | M2 | - | - |
| 5 | 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.
RCD SOR 5.02 (ii) | 1,256 | M2 | - | - |
| 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.
RCD-SoR- 5.02 (i) | 2,26,995.04 | m2 | - | - |
| 7 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk 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 with VG-30 Bulk Bitumen.
RCD SOR No - 5.04A(B) | 5,309.48 | m3 | - | - |
| 8 | Bituminous concrete Grading- II With VG-30 Bulk 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 with VG-30 Bulk Bitumen.
RCD SOR - 5.05 A(B) | 3,784.37 | m3 | - | - |
| 9 | 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. RCD SOR - 10.02 | 47,618 | m3 | - | - |
| 10 | Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Mechanical Means
Depth upto 3 m
RCD SOR - 12.01 B(i) | 2,205 | m3 | - | - |
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