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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹1.3 L (1.25%)Admitted-Finance PURULIA | WEST BENGAL | 723101 | ₹1.0 Cr+₹1.3 L (1.25%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CSE CONSTRUCTION INDIA PRIVATE LIMITED L2 | Mohan Mutha Infrastructures Private Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 2,255 | SQM | 20 ₹45,100 Lowest | 28 ₹63,140 |
| 2.00 | Labour (Coolie) 6 labour 30 days | 180 | Day | 1,500 ₹2,70,000 | 1,200 ₹2,16,000 Lowest |
| 3.00 | Front end loader 1 CUM bucket (including POL) 8 hours for 15 days | 120 | Hours | 3,000 ₹3,60,000 | 2,500 ₹3,00,000 Lowest |
| 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 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 pecifications anddirections of Engineer-in-Charge.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. | 103.5 | CUM | 8,000 ₹8,28,000 | 5,500 ₹5,69,250 Lowest |
| 5.00 | 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 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. | 115 | CUM | 8,000 ₹9,20,000 | 5,750 ₹6,61,250 Lowest |
| 6.00 | 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 @ 0.25kg/sqm | 6,192 | SQM | 102 ₹6,31,584 | 28 ₹1,73,376 Lowest |
| 7.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion. | 6,192 | SQM | 101 ₹6,25,392 | 18 ₹1,11,456 Lowest |
| 8.00 | 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 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.16.54.2 50 to 100 mm 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. | 226.76 | CUM | 25,000 ₹56,69,000 | 16,000 ₹36,28,160 Lowest |
| 9.00 | 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.
40/50 mm 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. | 247.68 | CUM | 2,800 ₹6,93,504 Lowest | 17,500 ₹43,34,400 |
| 10.00 | 2.8 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m 2.8.1 All kind of soil | 120 | CUM | 1,600 ₹1,92,000 | 360 ₹43,200 Lowest |
Tender Value
₹97.0 L
EMD Value
₹1.9 L
Closing Date
27 Nov 2025, 3:00 pmClosed
ED (P)
RO-SVP
Urgent Road Repair Works along the Habitations from km 106.590 to km 108.553 on NH 04 in the UT of Andaman And Nicobar Islands at the Risk and Cost of existing EPC Contractor of balance work of Middle Strait Bridge on item Rate Basis.
2025_NHIDC_886021_1
NHIDCL/RO/A N/R C/MSCB/FY 2025 26/03
Open Tender
Civil Works
Item Rate
RO-SVP
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
Yes
ED (P) NHIDCL
₹1.9 L
Yes
RO-SVP
4 Dec 2025
18 Nov 2025
28 Nov 2025
18 Nov 2025
27 Nov 2025
18 Nov 2025
18 Nov 2025 - 21 Nov 2025
21 Nov 2025
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Labour (Coolie) 6 labour 30 days
Front end loader 1 CUM bucket (including POL) 8 hours for 15 days
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 pecifications anddirections of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
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.
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 @ 0.25kg/sqm
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion.
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.16.54.2 50 to 100 mm 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.
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. 40/50 mm 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 Batch Type Hot Mix Plant of 100-120 TPH capacity.
2.8 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m 2.8.1 All kind of soil
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift
CSE CONSTRUCTION INDIA PRIVATE LIMITED (BID ID -3324214)
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