Up Gradation Of The Road From Sikkampalayam To Mayana Road Km 0/0 - 0/350 (R-378) H/O Paranjervali
Tender Value
12.59 Lakhs
Estimated cost
Bid Submission
28 Nov 2019
0 days left
EMD
12600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangeyam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Up Gradation Of The Road From Sikkampalayam To Mayana Road Km 0 / 0 - 0 / 350 ( R-378 ) H / O Paranjervali
BOQ
| Name of Work : Upgradation of The Road From SIKKAMPALAYAM TO MAYANA ROAD km 0/0 - 0/350 (R-378) H/O Paranjervali | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Unnamed: 2 | Quantity | Units | |
| 1 | 1 | Upgradation of The Road From SIKKAMPALAYAM TO MAYANA ROAD km 0/0 - 0/350 (R-378) H/O Paranjervali | 1 | nos | |
| 2 | 2 | Clearing light Jungles including all labour charges for burrying and burning etc., complete., | 1 | nos | |
| 3 | 3 | km 0/0 - 0/350 | 122.4 | sqm | |
| 4 | 4 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A | 1 | nos | |
| 5 | 5 | km 0/0 - 0/350 | 37.8 | cum | |
| 6 | 6 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc., complete Shoulders and Sub Base | 1 | nos | |
| 7 | 7 | km 0/0 - 0/350 | 81.6 | cum | |
| 8 | 8 | Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @ 15%) & (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively ) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100KN capacity and finished in accordance with the requirments of the Specification and thickness as per approved plans or as directed by the Engineer (Mix in Place Method) | 1 | nos | |
| 9 | 9 | Km 0/0- 0/350 | 255 | cum | |
| 10 | 10 | Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 75 mm to 22.4 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 11 | 11 | km 0/0 - 0/350 | 76.5 | cum | |
| 12 | 12 | Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 26.50 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 13 | 13 | km 0/0 - 0/350 | 76.5 | cum | |
| 14 | 14 | Applying TACK COAT over WBM surface at 4.0Kg/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete | 1 | nos | |
| 15 | 15 | km 0/0 - 0/350 | 1020 | sqm | |
| 16 | 16 | Providing, laying and rolling of open- graded premix carpet of 20 mm thick composed of 13.2 mm to 5.60 mm aggregates eithe 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. | 1 | nos | |
| 17 | 17 | km 0/0 - 0/350 | 1020 | sqm | |
| 18 | 18 | Construction of Retaining | 1 | nos | |
| 19 | 19 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 B | 1 | nos | |
| 20 | 20 | Retaining wall | 16.8 | cum | |
| 21 | 21 | Cement concrete 1:4:8 mix using 40mm iss metal including cost and conveyance of all materials to site and all labour charges for mixing ,laying and curing etc complete for foundation | 1 | nos | |
| 22 | 22 | Retaining wall | 5.04 | cum | |
| 23 | 23 | Cement concrete 1:3:6 mix using 40mm iss metal including cost and conveyance of all materials to site and all labour charges for mixing ,laying and curing etc complete for foundation | 1 | nos | |
| 24 | 24 | Retaining wall | 19.53 | cum | |
| 25 | 25 | Supply and erecting centering shutteing including necessery supports for plane surface in foundation and basement and in all floors | 1 | nos | |
| 26 | 26 | Retaining wall | 50.4 | sqm | |
| 27 | 27 | Construction of Culvert at CH 300m | 1 | nos | |
| 28 | 28 | Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation | 30.1 | cum | |
| 29 | 29 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete | 4.38 | cum | |
| 30 | 30 | Cement concrete 1:3:6 mix using 20 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications as directed., | 15.22 | cum | |
| 31 | 31 | Supplying and errecting centering shuttering including necessary supports | 46.06 | sqm | |
| 32 | 32 | Supplying and fixing of RCC hume pipes with | 1 | Rm | |
| 33 | 33 | Supplying and fixing of RCC hume pipes with | 7.5 | Rm | |
| 34 | 34 | Provision for HM stones | 2 | no | |
| 35 | 35 | Provision for Name boards | 1 | no | |
| 36 | 36 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 12 | GST Amount |
AI Tender Summary
Tender Timeline
Nov 22, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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