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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | - | - | Rejected-Technical Not Accepted |
| Sl No | Description | Qty | Unit | Surendra Infrastructure Pvt. Ltd. L1 |
|---|---|---|---|---|
| 1.00 | Providing , laying, Spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tone capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. | 1,019.79 | CUM | - |
| 2.00 | Providing and applying Tack coat using bitumen emulsion conforming to IS:8887 With medium setting bitumen emulsion on WBM/WMM @ 0.4 Kg/sqm including preparing the surface & cleaning with mechanical broom. | 6,798.6 | SQM | - |
| 3.00 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% and lime filler @ 2% prepared in Batch Type Hot mix plant of 100-120 TPH capacity. | 339.93 | CUM | - |
| 4.00 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mized material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. with material conforming to Grade-1 (size range 75 mm to 0.075 mm) having CBR value-30 . | 900 | CUM | - |
| 5.00 | Providing and laying in position ready mixed plain cement concrete, using flyash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of RMC from transit to mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing , admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete , improve workability without impairing strength and durability as per directions of the Engineer-in-charge.
All work upto plinth level: M-10 grade plain cement concrete (cement content considered @220 kg/cum) | 50 | CUM | - |
| 6.00 | Cleaning of drains & culverts and clearing of bushes for engaging labours on daily basis as per CPWD rate SH. 16 CODE NO. 0043 (10 no.s Labours x 104 days) | 1,040 | Nos. | - |
| 7.00 | Hiring of JCB on Monthly rental Basis | 1 | No /Month | - |
| 8.00 | Hiring charges of Dumper (Small) on monthly rental basis inclusive of tranportation of mud/earth etc and unloading the nearest Quarry etc. as directed. | 1 | No /Month | - |
Tender Value
₹1.6 Cr
EMD Value
₹8.2 L
Closing Date
23 Jun 2020, 3:00 pmClosed
Executive Director (P)
National Highways and Infrastructure Development Corporation Limited. RO, Port Blair-744105.
Urgent maintenance of existing NH 04 portion from Kalara Junction Ch. 298.000 Km to Lamiya bay Ch. 330.662 Km - Retender
2020_NHIDC_563568_1
NHIDCL/B.O/AnN/Package/ VIII/N41/2019-20
Open Tender
Civil Works
Item Rate
120 days
Andaman and Nicobar
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
ED P
₹8.2 L
RO PORT BLAIR
29 Jun 2020
8 Jun 2020
24 Jun 2020
8 Jun 2020
23 Jun 2020
15 Jun 2020
8 Jun 2020 - 12 Jun 2020
13 Jun 2020
Amount
Providing , laying, Spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tone capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge.
Providing and applying Tack coat using bitumen emulsion conforming to IS:8887 With medium setting bitumen emulsion on WBM/WMM @ 0.4 Kg/sqm including preparing the surface & cleaning with mechanical broom.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% and lime filler @ 2% prepared in Batch Type Hot mix plant of 100-120 TPH capacity.
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mized material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. with material conforming to Grade-1 (size range 75 mm to 0.075 mm) having CBR value-30 .
Providing and laying in position ready mixed plain cement concrete, using flyash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of RMC from transit to mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing , admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete , improve workability without impairing strength and durability as per directions of the Engineer-in-charge. All work upto plinth level: M-10 grade plain cement concrete (cement content considered @220 kg/cum)
Cleaning of drains & culverts and clearing of bushes for engaging labours on daily basis as per CPWD rate SH. 16 CODE NO. 0043 (10 no.s Labours x 104 days)
Hiring of JCB on Monthly rental Basis
Hiring charges of Dumper (Small) on monthly rental basis inclusive of tranportation of mud/earth etc and unloading the nearest Quarry etc. as directed.
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