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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RDSAMANTCONTRACTORSPVTLTD L1 |
|---|---|---|---|---|
| 1.00 | Item No.1: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T.surface2.5kg/10sqm.(VG-10bulk bitumen rates are considered to arrive at rates) | 44,159.5 | Squre metre | - |
| 2.00 | Item No.2:- DENSE BITUMINOUS MACADAM:--DENSEBITUMINOUSMACADAM:ProvingandlayingdensebituminousmacadamusingcrushedaggregatesofGrading1, premixedwithbituminousbinderofspecifiedgradeofBitumen@4.50percentbyweightoftotalmixandfiller,transportedtositewithVTS,laidoverapreviouslypreparedsurface,finishedtotherequiredgrade,level,alignment,androllingtoachievethedesireddensityfor76-100mmcompactedthickness.USINGBatchmixtypehotmixplantwithSCADA,SensorPaver,VibratoryrollerwithStoneDustfiller.(VG-40 bulk bitumen rates are considered to arrive at rates | 1,651.91 | metre cube | - |
| 3.00 | Item No.3: BITUMINOUSCONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1,premixed with bituminousbinder @5.20 percent by weight of total mix and filler,transported to site with VTS,laid overa previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen,Excludingprime/tack coat.For Bitumen of specifiedgrade-USINGB atc hmixtype hot mix plant with SCADA ,Sensor Paver,Vibratory roller with Stone Dustfiller. (VG-40 bulk bitumen rates are onsidered to arrive at rates) With shreaded wate plastic | 885.36 | metre cube | - |
| 4.00 | Item No.4: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.MORTH 309 | 2,170 | metre cube | - |
| 5.00 | Item No.5 :- Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC as per MORTH specification clause 3003 | 9,300 | Squre metre | - |
| 6.00 | Item No.6 :- Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. MORTH 803.4 | 1,069.73 | Squre metre | - |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
27 Feb 2020, 5:30 pmClosed
Executive Engineer, NH, Ratnagiri
Executive Engineer, National Highway Division, Ratnagiri
Periodical Renewal of Mirya-Ratnagiri-Kolhapur Road N.H.-166 from Sakharpa to Kalakdara Stop Km.59/500 to 67/00 in (Stretch 59/500 to 62/600) in Ratnagiri District ( in the state of Maharashtra). 3rd call.
2020_MoRTH_537093_2
NIT No. 04/EENHD/RTN/ABTC/2019-20
Open Tender
Civil Works - Others
Works
180 days
Ratnagiri
Tender fee Rs. 2000/- to be submitted online through the portal bharatkosh.gov.in (receipt / document in support of online payment to be submitted online on eporcure.gov.in
6 documents required · 6 mandatory
₹360
Executive Engineer, NH
₹5.4 L
Yes
Office of the Chief Engineer, NH, Navi Mumbai
16 May 2020
20 Feb 2020
2 Mar 2020
20 Feb 2020
27 Feb 2020
20 Feb 2020
24 Feb 2020
Amount
Item No.1: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T.surface2.5kg/10sqm.(VG-10bulk bitumen rates are considered to arrive at rates)
Item No.2:- DENSE BITUMINOUS MACADAM:--DENSEBITUMINOUSMACADAM:ProvingandlayingdensebituminousmacadamusingcrushedaggregatesofGrading1, premixedwithbituminousbinderofspecifiedgradeofBitumen@4.50percentbyweightoftotalmixandfiller,transportedtositewithVTS,laidoverapreviouslypreparedsurface,finishedtotherequiredgrade,level,alignment,androllingtoachievethedesireddensityfor76-100mmcompactedthickness.USINGBatchmixtypehotmixplantwithSCADA,SensorPaver,VibratoryrollerwithStoneDustfiller.(VG-40 bulk bitumen rates are considered to arrive at rates
Item No.3: BITUMINOUSCONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1,premixed with bituminousbinder @5.20 percent by weight of total mix and filler,transported to site with VTS,laid overa previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen,Excludingprime/tack coat.For Bitumen of specifiedgrade-USINGB atc hmixtype hot mix plant with SCADA ,Sensor Paver,Vibratory roller with Stone Dustfiller. (VG-40 bulk bitumen rates are onsidered to arrive at rates) With shreaded wate plastic
Item No.4: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.MORTH 309
Item No.6 :- Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. MORTH 803.4
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