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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance ITKI ROAD RANCHI | L1 | Admitted-Finance | |
| 2 | L2₹4.1 Cr+₹80.3 L (24.3%)Admitted-Finance KOKAR RANCHI | L2 | Admitted-Finance | |
| 3 | L3₹4.3 Cr+₹1.0 Cr (30.3%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHIV KUMAR SAHU L3 | M/S LIONS CONSTRUCTION L1 | Bhadoria Infrastructure Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|
| 1.00 | Tack Coat
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. | 71,413.81 | sqm | 24.68 ₹17,62,835.64 | 9.18 ₹6,55,689.26 Lowest | 13 ₹9,28,379.54 |
| 2.00 | Dense graded Bituminous Macadam Grading-II With VG-30 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 with VG-30 Packed Bitumen. | 85.5 | cum | 7,651.36 ₹6,54,153.02 | 7,081.33 ₹6,05,418.35 Lowest | 9,000 ₹7,69,455 |
| 3.00 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects) | 2,927.56 | cum | 9,433.12 ₹2,76,16,062.52 | 8,120.79 ₹2,37,74,131.99 Lowest | 9,890 ₹2,89,53,607.96 |
| 4.00 | 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.) | 3,075.6 | sqm | 474.3 ₹14,58,759.54 | 416.2 ₹12,80,055.15 | 270 ₹8,30,412 Lowest |
| 5.00 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) | 2,667 | nos | 1,278.32 ₹34,09,279.44 | 179 ₹4,77,395.64 Lowest | 227.19 ₹6,05,905.06 |
| 6.00 | Bick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications | 5.5 | M3 | 8,375.2 ₹46,063.6 | 4,887.92 ₹26,883.58 | 782.62 ₹4,304.39 Lowest |
| 7.00 | Plastering with cement mortar (1:3) on brick work in sub structure as per techmical specification. | 23.75 | M2 | 335.01 ₹7,956.44 | 79.69 ₹1,892.69 Lowest | 2,500 ₹59,375 |
| 8.00 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | 11,052.25 | M2 | 67.96 ₹7,51,082.62 | 50.07 ₹5,53,437.99 | 43.09 ₹4,76,208.3 Lowest |
| 9.00 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 33.74 | cum | 220.4 ₹7,436.3 | 45.23 ₹1,526.1 | 31.34 ₹1,057.28 Lowest |
| 10.00 | Construction of granular sub-base by providing close graded matenal, 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. | 18.07 | cum | 1,939.52 ₹35,056.82 | 1,416.7 ₹25,606.86 Lowest | 1,645.14 ₹29,735.91 |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
16 Sept 2026, 12:00 pmClosed
Executive Engineer R.C.D. Road Division Ranchi
Executive Engineer, R.C.D. Road Division-Ranchi, Morhabadi, Ranchi 834008
Surface Renewal of Road from Ratu Road Junction (New Market) to HEC Gate (Birsa Rajpath) (MDR-015) (Total Length 7.80 KM) for the year 2026-27
2026_CECOM_117881_1
RCD/RANCHI-18/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
Ratu Road Junction (New Market) to HEC Gate (Birsa
Please refer Tender Documents
3 documents required · 3 mandatory
₹10,000
₹4.7 L
1 Oct 2026
25 Aug 2026
18 Sept 2026
25 Aug 2026
16 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Tack Coat
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. | 0.4 | sqm | - | - |
| 2 | Dense graded Bituminous Macadam Grading-II With VG-30 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 with VG-30 Packed Bitumen. | - | cum | - | - |
| 3 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects) | 0.6 | cum | - | - |
| 4 | 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.) | 1 | sqm | - | - |
| 5 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) | - | nos | - | - |
| 6 | Bick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications | - | M3 | - | - |
| 7 | Plastering with cement mortar (1:3) on brick work in sub structure as per techmical specification. | - | M2 | - | - |
| 8 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | - | M2 | - | - |
| 9 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | - | cum | - | - |
| 10 | Construction of granular sub-base by providing close graded matenal, 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. | 1 | cum | - | - |
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