Construction Of Link Road From Village Khanauda To Pattry Of Cannal Lg-1 . 5 Km At Nmy Jahangirabad .
Tender Value
42.92 Lakhs
Estimated cost
Bid Submission
15 Jun 2020
0 days left
EMD
4.15 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jahangirabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Village Khanauda To Pattry Of Cannal Lg-1 . 5 Km At Nmy Jahangirabad .
BOQ
| Name of Work : Construction of link road from village Khanauda to Pattry of Cannal LG-1.5 KM at NMY Jahangirabad. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing, laying spreading and compacting stone aggregates of 45-90 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 1 as per technical Specification Clause 405. | BI01010001010000000000000515BI0100001115 | 9.9 | CUM |
| 2 | 2 | Providing, laying spreading and compacting stone aggregates of 45-63 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 2 as per technical Specification Clause 405. | 370.57 | CUM | |
| 3 | 3 | 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. | 337.5 | CUM | |
| 4 | 4 | Providing and applying tack coat with bitumen VG-10 (Packed Bitumen) 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. | 4500 | SQM | |
| 5 | 5 | Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 4500 | SQM | |
| 6 | 6 | Proving , laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen VG 10 (Packed Bitumen) 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 Clause 508. | 4500 | SQM | |
| 7 | 7 | Providing and laying seal coat by manual means with VG-10 (Packed 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 | 4500 | SQM | |
| 8 | 8 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 m . lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with -in 30 m distace as directed by the engineer incharge. excluding royallity. wherever applicable for small work or Abadi area. (where machine con not reach/move) | 587.33 | CUM | |
| 9 | 9 | Brick edging on both side of the road of M-150 brick 7 cm wide. 11 cm deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by the engineer-in-charge. | 1.5 | KM | |
| 10 | 10 | Excavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m. and lead upto 30 mm and incuding filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30 m from the foundation trenches. (where machine con not reach/move.) for building work only | 44.82 | CUM | |
| 11 | 11 | Concrete with 4 cm gauge brick ballast coarse sand and cement of 12:6:1 including supply of all materials labour tools & plants etc. required for proper completion of the work. | 2.57 | CUM | |
| 12 | 12 | S/F of laying or hume pipe in position including material labour and T&P etc. required for proper completion of the work. 350 MM | 22.5 | RM | |
| 13 | 13 | Providing and fixing rectro reflective sign board as per drawing and design approved by hadquater / as per directed by the Engineer-in-charge. | 2 | NO |
AI Tender Summary
Tender Timeline
May 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 16, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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