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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹82.1 L (31.2%)Admitted-Finance | ₹3.4 Cr+₹82.1 L (31.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHAN MUTHA EXPORTS PVT LTD L2 | SREE INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing of Bushes & Grasses from Road Side:
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area(road land) cleared. | 4,600 | Sqm | 22 ₹1,01,200 | 20 ₹92,000 Lowest |
| 2.00 | Granular Sub-Base: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20; for hard shoulder with 100mm compacted thicknes | 300 | Cum | 4,305 ₹12,91,500 | 3,000 ₹9,00,000 Lowest |
| 3.00 | Wet Mix Macadam: 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 750 | Cum | 4,023 ₹30,17,250 | 3,500 ₹26,25,000 Lowest |
| 4.00 | Granular Sub-Base with closed Graded material (Table;-400-1): Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform | 937.5 | Cum | 3,914 ₹36,69,375 | 3,000 ₹28,12,500 Lowest |
| 5.10 | Tack coat: Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M./W.M.M @ 0.75 Kg / sqm | 3,750 | Sqm | 87 ₹3,26,250 | 60 ₹2,25,000 Lowest |
| 5.20 | Tack coat: Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On Bituminous Surface @ 0.50 Kg / sqm | 19,837.5 | Sqm | 62 ₹12,29,925 | 40 ₹7,93,500 Lowest |
| 6.00 | Dense Graded Bituminous Macadam Laying:
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 equiped 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 specificatons and directions of Engineer-in-Charge. 75mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 884.5 | Cum | 17,306 ₹1,53,07,157 | 13,050 ₹1,15,42,725 Lowest |
| 7.00 | Bituminous Concrete Laying:
Providing and laying Bituminous concrete 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 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | 471.8 | Cum | 18,988 ₹89,58,538.4 | 14,000 ₹66,05,200 Lowest |
| 8.00 | Existing Side Drain clearance: Removal of soil from the chocked side drains manually | 1,000 | Cum | 155 ₹1,55,000 Lowest | 250 ₹2,50,000 |
| 9.00 | Earthern Drain: Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 250 | Cum | 353 ₹88,250 | 200 ₹50,000 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
23 Mar 2022, 3:00 pmClosed
Col Hemant Bhardwaj (Retd), ED(P)
NHIDCL, RO-Port Blair, Ward no.-23, near Airforce Station, Prothrapur, Garachama (PO), Port Blair, Andaman and Nicobar Islands
Ordinary Repairs of NH-4 from Ch 59.40 km to Ch 107.00 km (Jarawa-I) in the UT of Andaman and Nicobar Islands in FY 2022-23
2022_NHIDC_675276_1
NHIDCL/RO/AN/FY 2022-23/01
Open Tender
Civil Works
Item Rate
365 days
Jarawa-I
As per Tender Documents
5 documents required · 5 mandatory
₹11,800
Executive Director (P), NHIDCL, RO-Port Blair
₹4.8 L
NHIDCL Regional Office -Port Blair
26 Mar 2022
23 Feb 2022
24 Mar 2022
23 Feb 2022
23 Mar 2022
23 Feb 2022
23 Feb 2022 - 2 Mar 2022
3 Mar 2022
Amount
Clearing of Bushes & Grasses from Road Side: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area(road land) cleared.
Granular Sub-Base: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20; for hard shoulder with 100mm compacted thicknes
Wet Mix Macadam: 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Granular Sub-Base with closed Graded material (Table;-400-1): Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform
Tack coat: Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M./W.M.M @ 0.75 Kg / sqm
Tack coat: Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On Bituminous Surface @ 0.50 Kg / sqm
Dense Graded Bituminous Macadam Laying: 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 equiped 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 specificatons and directions of Engineer-in-Charge. 75mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Bituminous Concrete Laying: Providing and laying Bituminous concrete 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 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
Existing Side Drain clearance: Removal of soil from the chocked side drains manually
Earthern Drain: Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Cleaning of Cross Drainage Structures: Clearing of Culverts/Cross Drainage Structures by manual means
Hire and running charges of Loader: For keeping the road stretch of NH-04 from Km 59.40 to Km 107.00 green in all weather condition, from the date of commencement/ handing over the stretch (whichever earlier) to end of construction period; on requirement basis
Hire and running of Tipper: For keeping the road stretch of NH-04 from Km 59.40 to Km 107.00 green in all weather condition, from the date of commencement/ handing over the stretch (whichever earlier) to end of construction period; on requirement basis
MOHAN MUTHA EXPORTS PVT LTD
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