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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹30.0 L (6.38%)Admitted-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | ₹5.0 Cr+₹30.0 L (6.38%) | L2 | Admitted-Finance |
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
19 Dec 2019, 5:30 pmClosed
EE NH, Ratnagiri
EE NH, Ratnagiri
Periodical Renewal of Mirya-Ratnagiri-Kolhapur Road N.H.-166 from Mirya to Salvi Stop Km.0/00 to 9/800 (stretch 0/00 to 6/400) in Ratnagiri District ( in the state of Maharashtra).
2019_MoRTH_503094_1
04/EENHD/RTN/ABTC/2019-20
Open Tender
Civil Works
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 and original copy to be submission with hard copy of bid
8 documents required · 8 mandatory
₹360
Yes
EE NH,Ratnagiri
₹9.0 L
Yes
CE(NH)PWD,Konkan Bhawan ,Navi Mumbai
7 Feb 2020
16 Sept 2019
23 Dec 2019
16 Sept 2019
19 Dec 2019
16 Sept 2019
14 Nov 2019
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:- DENSEBITUMINOUSMACADAM:Proving and laying dense bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder of specified grade of Bitumen @4.50 percent by weight of total mix and filler,transported to site with VTS,laid overapreviously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired density for 76-100 mm compacted thickness.USING Batchmix type hot mix plant with SCADA,SensorPaver,Vibratoryroller withS tone Dust filler.(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)
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
D.R.Construction
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