Maintenance And Repair To Nh-161A From Km 7 . 500 To 9 . 300 Road.
Tender Value
13.87 Lakhs
Estimated cost
Bid Submission
19 Nov 2020
0 days left
EMD
35000
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aurad → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance And Repair To Nh-161A From Km 7 . 500 To 9 . 300 Road.
BOQ
| Name of Work: M&R to NH-161A:Providing Jungle clearance, Ventway clearance of CD's deepening/ maintenance of earthen drains, earthen shoulders & pot hole filling from KM 7.500 to 9.300(Selected Reaches). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees upto girth 300mm, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned, with lead, including removal and disposal of top organic soil not exceeding 150mm in thickness including all labour, hire charges of all machineries. By mechanical means in area of light jungle etc., Complete. As directed by Engineer incharge of the work. | 0.86 | Ha | |
| 2 | 2 | Wet Mix Macadam Plant Mix Method Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12&13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with Mechanical paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with all lead of mixed material (Compacted Thickness) etc., Complete. As directed by Engineer incharge of the work. | 157.94 | Cum | |
| 3 | 3 | Prime Coat Providing and applying primer coat with slow setting bitumen emulsion (SS-I) emulsion complying with IS: 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, including lead for emulsion. On WMM/WBM surface @ 0.80Kg/sqm etc., complete. As directed by Engineer incharge of the work. | 1152.9 | Sqm | |
| 4 | 4 | Tack Coat Providing and applying Tack coat as per table 500-5 on a prepared surface using rapid setting bituminous(RS-1) emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by mechanical broom & dusting by Air compressior, and spraying by bitumen pressure distributor, including cost of all material, labour, hire charges of machinery, loading and unloading stacking, etc complete, including lead for emulsion\nII) Using Bitumen 80/100 Grade (VG-10) \nB)On Granular surface treated with primer at 2.5Kg/10 Sqm etc., complete As directed by Engineer incharge of the work. | 1152.9 | Sqm | |
| 5 | 5 | Tack Coat Providing and applying Tack coat as per table 500-5 on a prepared surface using rapid setting bituminous(RS-1) emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by mechanical broom & dusting by Air compressior, and spraying by bitumen pressure distributor, including cost of all material, labour, hire charges of machinery, loading and unloading stacking, etc complete, including lead for emulsion\nII) Using Bitumen 80/100 Grade (VG-10) \nB)On Bituminus surface treated with primer at 2.0Kg/10 Sqm etc., complete. As directed by Engineer incharge of the work. | 1152.9 | Sqm | |
| 6 | 6 | Dense Bituminous Macadam Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade (VG-30) in Batch/ Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Paver Finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labours, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen, with a lead of mixed material, excluding cost of primer/tack coat. (Compacted thickness) Using 40-60 TPH Hot mix plant and Mechanical Paver Finisher Grading 2 :50-75 mm compacted thickness(26.50 mm nominal size) @ 4.50% Bitumen using Bitumen 60/70 Grade (VG-30 ) etc., complete. As directed by Engineer incharge of the work. | 57.65 | Cum | |
| 7 | 7 | Bituminous Concrete: Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16, 17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in Batch/ Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen & cement with a lead of mixed material, excluding cost of primer/tack coat. (Compacted thickness) Using 40-60 TPH Hot mix plant with Mechanical Paver Finisher Grading 2 with 5.40% Bitumen (30 - 40 mm compacted thickness)(13.20 mm nominal size) Using 60/70 Grade (VG-30 Bitumen etc., complete. As directed by Engineer incharge of the work.\n | 34.59 | Cum | |
| 8 | 8 | Maintenance of Earthen Shoulder (filling with fresh soil): Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loading, unloading, lead & lift etc., complete. As directed by Engineer incharge of the work. | 3200 | Sqm | |
| 9 | 9 | Surface Drains in Soil:- Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres inculding all lead, lifts, all labour, hire charges of all machineries. (A) Mechanical means using Hydraulic excavator etc complete., As directed by Engineer incharge of the work. | 900 | Rmt | |
| 10 | 10 | Removal of unserviceable soil with hydraulic excavator 0.9 cum bucket capacity including excavation, loading in tippers, unloading, all lifts, disposal upto 1000 metres including all labour, hire charges of all machineries. As directed by Engineer incharge of the work. | 2475 | Cum |
AI Tender Summary
Tender Timeline
Nov 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 20, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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