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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 CrAdmitted-Finance 3D VATIKA APARTMENT LINK TANK ROAD RANCHI | RANCHI | JHARKHAND | 829205 | L1 | Admitted-Finance | |
| 2 | L2₹26.0 Cr+₹89.8 L (3.58%)Admitted-Finance MASIPIRHI RANCHI PATNA ROAD OPP REPUBLIC MAHINDRA TRACTOR SHOWROOM NH 33 HAZARIBAGH JHARKHAND 825301 | HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | L2 | Admitted-Finance | |
| 3 | L3₹26.9 Cr+₹1.9 Cr (7.40%)Admitted-Finance BAGODAR GIRIDIH | GIRIDIH | JHARKHAND | 815301 | L3 | Admitted-Finance | |
| 4 | L4₹27.0 Cr+₹1.9 Cr (7.44%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹27.6 Cr+₹2.5 Cr (9.88%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CLASSIC ENGICON PVT. LTD. L1 | M/s Siddhartha Construction L2 | Ms Jaimata Dee Construction L7 | LEADING CONSTRUCTION L9 | M/s Ganga Construction L6 | M/S AUM CONSTRUCTION L8 | SRMV CONSTRUCTION PVT LTD L10 | M/S P L Construction L3 | K. K. Builders Pvt. Ltd. L4 | NEXTENSIA INFRA L11 | JAI MAA ASHTABHUJI CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By mechanical means Bituminous courses | 159.32 | Cum | 125 ₹19,915 | 140 ₹22,304.8 | 250 ₹39,830 | 200 ₹31,864 | 205.92 ₹32,807.17 | 234 ₹37,280.88 | 250 ₹39,830 | 200 ₹31,864 | 100 ₹15,932 Lowest | 247.85 ₹39,487.91 | 100 ₹15,932 Lowest |
| 2.00 | 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 | 9.55 | HEC. | 25,000 ₹2,38,800 | 40,000 ₹3,82,080 | 75,000 ₹7,16,400 | 50,000 ₹4,77,600 | 77,879.56 ₹7,43,905.56 | 88,550 ₹8,45,829.6 | 95,000 ₹9,07,440 | 75,000 ₹7,16,400 | 19,676 ₹1,87,945.15 | 93,738.67 ₹8,95,391.78 | 5,000 ₹47,760 Lowest |
| 3.00 | Construction of Embankment 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. | 24,357.5 | Cum | 130 ₹31,66,475 | 110 ₹26,79,325 | 260 ₹63,32,950 | 150 ₹36,53,625 | 114.31 ₹27,84,354.54 | 129.9 ₹31,64,039.25 | 140 ₹34,10,050 | 110 ₹26,79,325 | 76 ₹18,51,170 Lowest | 137.59 ₹33,51,350.37 | 200 ₹48,71,500 |
| 4.00 | Construction of granular sub-base by providing close graded Material spreading in uniform layers with motor grader on prepared surface, mixing by in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
grading-V Material (Mix-in-Place) | 1,731.24 | Cum | 1,675 ₹28,99,827 | 1,700 ₹29,43,108 | 1,730 ₹29,95,045.2 | 2,200 ₹38,08,728 | 2,000.94 ₹34,64,099.06 | 2,500 ₹43,28,100 | 2,860 ₹49,51,346.4 | 2,000 ₹34,62,480 | 1,500 ₹25,96,860 Lowest | 2,408.4 ₹41,69,515.59 | 2,200 ₹38,08,728 |
| 5.00 | 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. | 850.45 | Cum | 1,690 ₹14,37,260.5 Lowest | 2,000 ₹17,00,900 | 1,850 ₹15,73,332.5 | 2,300 ₹19,56,035 | 2,454.42 ₹20,87,358.77 | 3,000 ₹25,51,350 | 3,050 ₹25,93,872.5 | 2,200 ₹18,70,990 | 1,925 ₹16,37,116.25 | 2,954.23 ₹25,12,420.92 | 2,500 ₹21,26,125 |
| 6.00 | 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. | 3,401.8 | Sqm | 70 ₹2,38,126 | 60 ₹2,04,108 | 45 ₹1,53,081 Lowest | 90 ₹3,06,162 | 71.45 ₹2,43,049.08 | 81.19 ₹2,76,192.14 | 90 ₹3,06,162 | 70 ₹2,38,126 | 60 ₹2,04,108 | 86 ₹2,92,542.72 | 50 ₹1,70,090 |
| 7.00 | 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. | 3,262 | Sqm | 12 ₹39,144 | 12 ₹39,144 | 12 ₹39,144 | 13 ₹42,406 | 14.01 ₹45,699.32 | 15.92 ₹51,931.04 | 21 ₹68,502 | 13 ₹42,406 | 16 ₹52,192 | 16.86 ₹55,005.36 | 11 ₹35,882 Lowest |
| 8.00 | 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. | 5,52,784.67 | Sqm. | 12 ₹66,33,416.04 | 9.5 ₹52,51,454.37 Lowest | 12 ₹66,33,416.04 | 13 ₹71,86,200.71 | 11.31 ₹62,50,889.05 | 12.85 ₹71,03,283.01 | 18 ₹99,50,124.06 | 11 ₹60,80,631.37 | 12 ₹66,33,416.04 | 13.61 ₹75,23,797.36 | 10 ₹55,27,846.7 |
| 9.00 | 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. | 14,266.92 | Cum. | 7,850 ₹11,19,95,322 Lowest | 8,000 ₹11,41,35,360 | 9,220 ₹13,15,41,002.4 | 10,500 ₹14,98,02,660 | 8,535.14 ₹12,17,70,125.33 | 10,200 ₹14,55,22,584 | 9,950 ₹14,19,55,854 | 8,000 ₹11,41,35,360 | 8,000 ₹11,41,35,360 | 10,273.2 ₹14,65,66,950.85 | 9,000 ₹12,84,02,280 |
| 10.00 | 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. | 8,364.36 | Cum. | 8,000 ₹6,69,14,920 Lowest | 9,000 ₹7,52,79,285 | 10,000 ₹8,36,43,650 | 11,000 ₹9,20,08,015 | 9,649.17 ₹8,07,09,209.94 | 11,500 ₹9,61,90,197.5 | 11,250 ₹9,40,99,106.25 | 9,200 ₹7,69,52,158 | 9,000 ₹7,52,79,285 | 11,614.1 ₹9,71,44,539.96 | 9,500 ₹7,94,61,467.5 |
Tender Value
₹32.5 Cr
EMD Value
₹32.5 L
Closing Date
15 Apr 2026, 12:00 pmClosed
EE, RCD, Road Division, Ranchi(Gramin)
Office of the EE, RCD, Road Division, Ranchi(Gramin) Line Tank Road, Lakra Godam, Ranchi
IRQP Work of Silli Banta Hazam Tikar Rangamati Road MDR 25 in km 0.00 to km 39.00 Total Length 39.00 km For the year 2025-26
2026_CECOM_112159_1
RCD/RANCHI(GRAMIN)- 19/2025-26
Open Tender
Civil Works - Roads
Item Wise
240 days
Silli
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹32.5 L
Dhurwa, Ranchi
25 Sept 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By mechanical means Bituminous courses | 1 | Cum | - | - |
| 2 | 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 | 1 | HEC. | - | - |
| 3 | Construction of Embankment 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. | - | Cum | - | - |
| 4 | Construction of granular sub-base by providing close graded Material spreading in uniform layers with motor grader on prepared surface, mixing by in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
grading-V Material (Mix-in-Place) | - | Cum | - | - |
| 5 | 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. | - | Cum | - | - |
| 6 | 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. | - | Sqm | - | - |
| 7 | 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. | - | Sqm | - | - |
| 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. | 0.87 | Sqm. | - | - |
| 9 | 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. | - | Cum. | - | - |
| 10 | 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. | 1 | Cum. | - | - |
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