Tender For Under Cm Ann. 323 / 2021 Damreekaran Of Road From Nh 125 To Khamaria Via Canal Bank Damreekaran Work From Siddhanavadiya Chauraha To The House Of Chandri Chand Ji In Nanakmatta Assembly Constituency. Under Cm Ann. 323 / 2021 Damreekaran Of
Tender Value
68.79 Lakhs
Estimated cost
Bid Submission
09 Dec 2021
0 days left
EMD
1.50 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
Tender For Under Cm Ann. 323 / 2021 Damreekaran Of Road From Nh 125 To Khamaria Via Canal Bank Damreekaran Work From Siddhanavadiya Chauraha To The House Of Chandri Chand Ji In Nanakmatta Assembly Constituency. Under Cm Ann. 323 / 2021 Damreekaran Of Road From Nh 125 To Khamaria Via Canal Bank Damreekaran Work From Siddhanavadiya Chauraha To The House Of Chandri Chand Ji In Nanakmatta Assembly Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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 with a lead up to 1000 m as per Technical Specification Clause 301.5 |
| 3 | Cement Treated Soil Sub-Base/Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/ base as per Technical Specification Clause 404. (For 4 per cent quantity of cement by weight of soil) |
| 4 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform 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 desired density,complete as per Technical Specification Clause 40 For Grading I Material |
| 5 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By Mechanical Means |
| 6 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means |
| 7 | Providing and applying Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm |
| 8 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type Bwith Bitumen VG-30 By Mechanical Means, |
| 9 | Seal Coat:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Bitumen (VG-30) Type B, Bitumen (VG-30) |
| 10 | 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 |
| 11 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 12 | 600 mm equilateral triangle |
| 13 | 600 mmcircular |
| 14 | 600 mm x 600 mm square |
| 15 | Maintenance of Road for 3 Year |
| 16 | 1st year Maintenance as per GGC and specifed in PCC (0.50% of total Civil Work) |
| 17 | 2nd year Maintenance as per GGC and specifed in PCC (1.00% of total Civil Work) |
| 18 | 3rd year Maintenance as per GGC and specifed in PCC (1.50% of total Civil Work) |
AI Tender Summary
Tender Timeline
Nov 26, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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