Ordinary Repairs Of Nh-4 From Ch 138.30 Km To Ch 155.00 Km ( Jarawa-Ii ) In The Ut Of Andaman And Nicobar Islands In Fy 2022-23-2Nd Call
Tender Value
83.50 Lakhs
Estimated cost
Bid Submission
06 May 2022
0 days left
EMD
1.67 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ordinary Repairs Of Nh-4 From Ch 138.30 Km To Ch 155.00 Km ( Jarawa-Ii ) In The Ut Of Andaman And Nicobar Islands In Fy 2022-23-2Nd Call
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Apr-2022 | Corrigendum-I | Technical Bid | 18-Apr-2022 |
| 2 | 18-Apr-2022 | Corrigendum-II | Date | 27-Apr-2022 |
| 3 | 27-Apr-2022 | Corrigendum-III | Date | 06-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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 |
| 3 | 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. |
| 4 | 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 |
| 5 | 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 |
| 6 | 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 |
| 7 | 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. |
| 8 | 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. |
| 9 | Existing SideDrain clearance: Removal of soil from the chocked side drains manually |
| 10 | 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. |
| 11 | Cleaning of Cross Drainage Structures: Clearing of Culverts/Cross Drainage Structures by manual means |
| 12 | Hire and running charges of Loader:For keeping the road stretch of NH-04 from Km 138.30 to Km 155.00 green in all weather condition, from the date of commencement/ handing over the stretch (whichever earlier) toend of construction period; on requirement basis |
| 13 | Hire and running of Tipper:For keeping the road stretch of NH-04 from Km 138.30 to Km 155.00 green in all weather condition, from the date of commencement/ handing over the stretch (whichever earlier) toend of construction period; on requirement basis |
AI Tender Summary
Tender Timeline
Apr 27, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 18, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 27, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 06, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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