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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC | ₹5.7 Cr | L1 | Accepted-AOC L1 Letter No. 4707(S)WE Date-10.10.2023 |
| 2 | L2₹5.7 Cr+₹6.4 L (1.13%)Rejected-Finance ARGORA KATHAL MORE ROAD SHIVPURI SAI ASARAY APARTMENT PUNDAG RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | ₹5.7 Cr+₹6.4 L (1.13%) | L2 | Rejected-Finance L2 Letter No. 4707(S)WE Date-10.10.2023 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.4 L
Closing Date
21 Aug 2023, 12:00 pmClosed
EE, RCD, Road Division, Ranchi(Gramin)
Office of the Executive Engineer, R.C.D., Road Division, Ranchi(Gramin)
IRQP and Strengthening Work in km 0.00 to 9.810 of Tati-Chatra-Bongoibera Road For The year 2023-24 (Total Length 9.810 Km)
2023_CECOM_74561_1
RCD/RANCHI(GRAMIN)-505/2023-24
Open Tender
Civil Works - Roads
Item Rate
90 days
Tati-Chatra-bongaibera
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
E E R.C.D.Road Division Ranchi (Gramin)
₹5.4 L
2 Nov 2023
14 Aug 2023
23 Aug 2023
14 Aug 2023
21 Aug 2023
14 Aug 2023
Amount
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.
Dense graded Bituminous Macadam Grading-II with VG-30 Grade 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 respect
Bituminous concrete Grading- II with VG-30 Grade 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.
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.)
Construction of Embankment with Material obtained from Borrow pits. 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.
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 exceed 0.5 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.) Suggestive
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Ms Jaimata Dee Construction
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