Tender For Repair And Maintenance Of Pandoh Dam To Rest House Pandoh Km 0/0 To 1/200 To Connect The Nh-003 (Sh- P/L Gsb, Wmm, And 30 Mm B.C. In Km 0/0 To 1/200).
Tender Value
59.59 Lakhs
Estimated cost
Bid Submission
05 Oct 2023
0 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pandoh → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Maintenance Of Pandoh Dam To Rest House Pandoh Km 0 / 0 To 1 / 200 To Connect The Nh-003 ( Sh- P / L Gsb, Wmm, And 30 Mm B.C. In Km 0 / 0 To 1 / 200 ) .
BOQ
| Sl. No. | Item Description |
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 (Eight to twelve) tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimetre) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto any leadincluding carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 2 | 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-I (size range 75 mm to 0.075 mm (Seventy five millimetre to zero point zero seven five millimetre) having CBR Value-30 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm (Fifty three millimetre to zero point zero seven five millimetre) 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 (Eight to ten) tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 4 | 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. @ 0.75 Kg / sqm (At the rate of zero point seven five kilogram per square metre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 5 | 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 30 mm (Thirty millimetre) compacted thickness with bitumen of grade VG-30 @ 5.5% (At the rate of five point five percent) (percentage by weight of total mix) and lime filler @ 3% (At the rate of three percent) (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacityincluding carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 6 | Construction ofunlined surface drains of average cross-sectional area 0.40 sqm (Zero point four zero square metre) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment upto any lead ans lift as per Technical Specification Clause 307 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Sep 29, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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