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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.8 Cr+₹92.1 L (101.2%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically Disqualified | |
| 4 | Rejected-Technical 6 VISHNU SHREYA COMPLEX PLOT NO 87 87 A SECTOR 50 E OFF PALM BEACH ROAD SEAWOODS NERUL WEST NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | - | Rejected-Technical Technically Disqualified | |
| 5 | Rejected-Technical MU KOPAR PO GAVHAN TA PANVEL JI RAIGAD | PANVEL | RAIGAD | MAHARASHTRA | - | Rejected-Technical Technically Disqualified |
Tender Value
₹1.2 Cr
EMD Value
₹2.7 L
Closing Date
1 Oct 2019, 3:00 pmClosed
Chief Manager PPD
Jawaharlal Nehru Port Trust Administration Building, Sheva, Navi Mumbai
Repairs and resurfacing to karal ROB, approach of Deepak fertilizers and Shell India Market PVT Ltd at J N Port
2019_JNPT_501808_1
PPD/M-II/Road maint/T-44 /2019
Open Tender
Civil Works - Roads
Item Rate
60 days
Jawaharlal Nehru port Trust
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
Yes
JAWAHARLAL NEHRU PORT TRUST
₹2.7 L
Yes
3 Jan 2020
11 Sept 2019
3 Oct 2019
11 Sept 2019
1 Oct 2019
11 Sept 2019
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
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. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates)
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.
Shreeyash Construction
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