Tender For Construction Of Link Road From Salaimabad Road To Khurrampur Road
Tender Value
39.56 Lakhs
Estimated cost
Bid Submission
22 Jan 2025
0 days left
EMD
4 Lakhs
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
muradnagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Salaimabad Road To Khurrampur Road
BOQ
| Sl. No. | Item Description |
| 1 | PART-A Earth Work in cutting or in Embankment to be in the from regular pits not exceeding 0.5 cm in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface and also uncluding 1.50 M lift and 30 m lead the earth from cutting to be used in making embankment or to be deposite as spoil banks wiyh on 30 m Distance as directed by the Enginer-in-Charge and Royalty No-253) |
| 2 | Construction of granular sub-base by providing well graded material, mixing in a uniform layers with motor grader on prepared surfacemixing by mixer in place method with rotavator at omc, andcompacting with smooth vheel roller to achieve the desired density, complete as per technical specefication Clause 401a |
| 3 | Providing, laying spreading and compacting stone aggregates of 45-63mm 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. |
| 4 | Providing, laying spreading and compacting stone aggregates of 22.4-53 mm 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. |
| 5 | Providing & applyingprimer coat with bitumen emulsionon prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Mord Book Page No. 123 |
| 6 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | 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 wearingcourse 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 C as per Technical Specification Clause 508. (MECHANICAL MEANS) |
| 8 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type B as per Technical Specification Clause 510 |
| 9 | BRICK edging on both side of the road of firstclass brick 7cm wide 11cm deep laid with mud mortar including labour &supply of bricks finished to the required template and in proper alingment and also including of dressing and ramming the excavated earth as directed by the e/ias si 765 |
| 10 | Supply and Fixing Sign Board |
| 11 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides offoundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. |
| 12 | Concrete with 4.0cm gauge stone ballast ,coarse sand ,and cement 12:6:1 in foundation and under floor ,including supply of all material .labour t&p si no 274A |
| 13 | SUPPLY &LAYING OF350mm dia hume pipe jointing in postion jointed with jute & stiff mixture of cement mortar in the proption of 1:2(1cement:2fine sand )including testing of joints complete ,labour and t&pfor proper complection of work(1550+20%OF1550+19.06(II)= |
| 14 | M150 class brick work in1:3 cement&c sand mortar in foundation &plinth SI NO307 |
| 15 | 12mm thick cement plaster 1:3 cement&c sand mortar SI NO583 |
| 16 | PART-B The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date andends after five years.( Including cost of material T&P labour but excluding GST) for 1st year maintenance [email protected]% |
| 17 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date andends after five years.( Including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.75% |
| 18 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date andends after five years.( Including cost of material T&P labour but excluding GST) for 3nd year maintenance cost @ 1.50% |
| 19 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date andends after five years.( Including cost of material T&P labour but excluding GST) for 4nd year maintenance cost @ 2.25% |
| 20 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date andends after five years.( Including cost of material T&P labour but excluding GST) for 5nd year maintenance cost @ 3.00% |
AI Tender Summary
Tender Timeline
Jan 03, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 23, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender