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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance ROOMPUR | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹17.0 L (12.2%)Admitted-Finance | ₹1.6 Cr+₹17.0 L (12.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KAWALJEET SINGH CONTRACTOR M180102125755307 L1 | m/s kumar infratech L2 |
|---|---|---|---|---|---|
| 1.00 | Wet Mix Macadam
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 paver in sub-base/base course on a well prepared sub-base and compacting with vibrating roller to achieve the desired density.(406 of MoRT&H specification). | 308 | Cum | - | - |
| 2.00 | Prime Coat Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and sprayingprimer at the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502 | 2,907 | Sqm | - | - |
| 3.00 | Tack coat
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @ 0.40 kg/sqm | 70,152 | Sqm | - | - |
| 4.00 | Bituminous Macadam
Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto alead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(BitumenVG-10 at least 3.3% (as per Job Mix Formula) of the weight of mix hasbeen used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shallbe inaccordance with Clause 504 of MORD) | 257 | Cum | - | - |
| 5.00 | Providing and laying Semi Dense Bituminous Concretewith100-120 TPH batch type HMP producing an average out put of 75tonne asper hour using crushed aggregates of specified grading, premixed with bituminous binder at least4.5% (as per Job Mix Formula) of mix and filler, transporting the hotmix 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 roller stoachieve the desired compaction asper MoRTH specification clauseNo.508 complete in all respects (Grading II - (as per Job Mix Formula) using VG - 30 bitumen) | 1,613 | Cum | - | - |
| 6.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Table 300.2 with lead upto 1000mas per Technical Specification Clause 303.1. | 1,620 | Cum | - | - |
| 7.00 | 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.) | 1,320 | Sqm | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
2 Jun 2020, 3:00 pmClosed
Superintending Engineer 4th Circle P.W.
office of Superintending Engineer 4th Circle P.W.D. Rudrapur (U.S. Nagar)
Renewal work by S.D.B.C. in Km 1 to3 and Km 6 to 10 of Nagala-Kichha SH-44 Motor Road under Annual Maintenance Year 2020-21
2020_pwd_23823_1
904/23M-04/2020 Date 08.05.2020
Open Tender
Civil Works - Roads
Item Rate
90 days
kICHHA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer P. D. P.W.D. Rudrapur
₹3.3 L
Rudrapur
11 Jun 2020
22 May 2020
2 Jun 2020
22 May 2020
2 Jun 2020
23 May 2020
23 May 2020
Amount
Wet Mix Macadam 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 paver in sub-base/base course on a well prepared sub-base and compacting with vibrating roller to achieve the desired density.(406 of MoRT&H specification).
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and sprayingprimer at the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502
Tack coat Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @ 0.40 kg/sqm
Bituminous Macadam Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto alead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(BitumenVG-10 at least 3.3% (as per Job Mix Formula) of the weight of mix hasbeen used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shallbe inaccordance with Clause 504 of MORD)
Providing and laying Semi Dense Bituminous Concretewith100-120 TPH batch type HMP producing an average out put of 75tonne asper hour using crushed aggregates of specified grading, premixed with bituminous binder at least4.5% (as per Job Mix Formula) of mix and filler, transporting the hotmix 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 roller stoachieve the desired compaction asper MoRTH specification clauseNo.508 complete in all respects (Grading II - (as per Job Mix Formula) using VG - 30 bitumen)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Table 300.2 with lead upto 1000mas per Technical Specification Clause 303.1.
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.)
m/s kumar infratech
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