Construction Of Road From Mirkil Tola To Pwd Road Under Manihari Block Pwd Lalganj Chowk To Sij ( Ratanpur ) Construction Of Road From Mirkil Tola To Pwd Road Under Manihari Block Pwd Lalganj Chowk To Sij ( Ratanpur )
Tender Value
49.15 Lakhs
Estimated cost
Bid Submission
16 Jun 2021
0 days left
EMD
98315
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MANIHARI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Mirkil Tola To Pwd Road Under Manihari Block Pwd Lalganj Chowk To Sij ( Ratanpur ) Construction Of Road From Mirkil Tola To Pwd Road Under Manihari BlockPwd Lalganj Chowk To Sij ( Ratanpur )
BOQ
| Name of Work: Construction of Road From Mirkil Tola To PWD Road Under Manihari Block, PWD Lalganj Chowk To Sij (Ratanpur) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Permanent Restoration of Road Breaches(Damaged By Flood) in Construction of Road From Mirkil Tola To PWD Road Under Manihari Block | |||
| 2 | 2 | Granular Sub-base with Well Graded Material(Grade 2) : 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 401. | 159.44 | Cum | |
| 3 | 3 | Water Bound Macadam with Stone Screening Gr-II : Providing, 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. | 112.36 | Cum | |
| 4 | 4 | Water Bound Macadam Gr III : 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. | 139.49 | Cum | |
| 5 | 5 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1859.85 | Sqm | |
| 6 | 6 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 1987.91 | Sqm | |
| 7 | 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 1987.91 | Sqm | |
| 8 | 8 | Adding GST @ 12% = Rs. | 1 | RS | |
| 9 | 9 | Adding LC @ 1% = Rs. | 1 | RS | |
| 10 | 10 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 11 | 11 | Permanent Restoration of Road Breaches(Damaged By Flood) in PWD Lalganj Chowk To Sij (Ratanpur) | |||
| 12 | 12 | Granular Sub-base with Well Graded Material(Grade 2) : 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 401. | 199.72 | Cum | |
| 13 | 13 | Water Bound Macadam with Stone Screening Gr-II : Providing, 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. | 141.25 | Cum | |
| 14 | 14 | Water Bound Macadam Gr III : 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. | 173.38 | Cum | |
| 15 | 15 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2311.73 | Sqm | |
| 16 | 16 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 2643.8 | Sqm | |
| 17 | 17 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 2643.8 | Sqm | |
| 18 | 18 | Adding GST @ 12% = Rs. | 1 | RS | |
| 19 | 19 | Adding LC @ 1% = Rs. | 1 | RS | |
| 20 | 20 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS |
AI Tender Summary
Tender Timeline
Jun 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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