asphalting Damrekaran Of Road From Magarsada Main Road To Kulvant Singh House In Nanakmatta Constituency Of Udhamsingh Nagar Dist. Under Tsp Cm Ann No 321 / 2021 Damrekaran Of Road From Magarsada Main Road To Kulvant Singh House In Nanakmatta Constituen
Tender Value
80.52 Lakhs
Estimated cost
Bid Submission
20 Dec 2021
0 days left
EMD
1.61 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
asphalting Damrekaran Of Road From Magarsada Main Road To Kulvant Singh House In Nanakmatta Constituency Of Udhamsingh Nagar Dist. Under Tsp Cm Ann No 321 / 2021 Damrekaran Of Road From Magarsada Main Road To Kulvant Singh House In Nanakmatta Constituency Of Udhamsingh Nagar Dist.
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 2 Providing, 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 3 Providing, 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 | 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 |
| 8 | Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40kg/sqm |
| 9 | 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 B or Type C as per Technical Specification Clause 508 By Mechanical Means Bitumen (VG-30) |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Bas per Technical Specification Clause 510 Bitumen (VG-30) Type B, By Mechanical MeansBitumen (VG-30) |
| 11 | Rumble Strips Provision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 12 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 13 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) |
| 14 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Manual Means |
| 15 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 |
| 16 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar |
| 17 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia |
| 18 | Pointing with cement mortar (1:3) on brickwork as per drawing andtechnical specification Clauses 613.3 and 1204 |
| 19 | Maintenance of Road for 3 Year |
| 20 | 1st year Maintenance as per GGC and specifed in PCC (0.50% of total Civil Work) |
| 21 | 2nd year Maintenance as per GGC and specifed in PCC (1.00% of total Civil Work) |
| 22 | 3rd year Maintenance as per GGC and specifed in PCC (1.50% of total Civil Work) |
AI Tender Summary
Tender Timeline
Dec 03, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 20, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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