Reconstruction Of Teraghat Chandeli Motor Road In Nanakmatta Constituency Distt . Udhamsingh Nagar Under Tsp Cm Ghosna 299/2019
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Jun 2021
0 days left
EMD
2.27 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nanakmatta → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Reconstruction Of Teraghat Chandeli Motor Road In Nanakmatta Constituency Distt . Udhamsingh Nagar Under Tsp Cm Ghosna 299/2019
BOQ
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|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 753 | Cum | |
| 2 | 2 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Road Filling | 4550.1 | Cum | |
| 3 | 3 | Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Road Filling | 295.35 | Cum | |
| 4 | 4 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | 470.6 | Cum | |
| 5 | 5 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in niform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the esired density, complete as per Technical Specification Clause 401. for grading- I aterial | 376.5 | Cum | |
| 6 | 6 | WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 567.5 | Cum | |
| 7 | 7 | WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 1383.7 | Cum | |
| 8 | 8 | Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge.With VG-30 grade Bitumen | 18448.9 | Sqm | |
| 9 | 9 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType B as per Technical Specification Clause 510 | 18448.9 | Sqm | |
| 10 | 10 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | 9796 | Rmt | |
| 11 | 11 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) | 5 | Rmt | |
| 12 | 12 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 200 m stone (precast) | 20 | Rmt |
AI Tender Summary
Tender Timeline
Jun 07, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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