Upgradation Of The Upgradation Of The Road From Karudankottai To Karuppanasamy Koil ( Ottanchattiram Main Road ) 0/0-2/05Working Reach ( 0/0-0/800 ), Mulanur-Tamil Nadu
TDR : 25017642
Tender Notice
BOQ
Expired
Mulanur
Tamil Nadu
Upgradation Of The Upgradation Of The Road From Karudankottai To Karuppanasamy Koil ( Ottanchattiram Main Road ) 0/0-2/05Working Reach ( 0/0-0/800 )
Name of Work : 1)Upgradation to the Road from Karudankottai to karuppanasamykovil (Oddanchathiram Main road) 0/0 - 2/05 Working Reach 0/0 - 0/800
Sl.No.
Item Description
Unnamed: 2
Quantity
Units
1
1
1)Upgradation to the Road from Karudankottai to karuppanasamykovil (Oddanchathiram Main road) 0/0 - 2/05 Working Reach 0/0 - 0/800
1
nos
2
2
Clearing light Jungles including all labour charges for burrying and burning etc., complete.,
1
nos
3
3
0/0-1/0
762
sqm
4
4
Earthwork Excavation and depositing on bank with in initial lead and lift in hard gravelly soil for cutting side drain etc., complete.,
1
nos
5
5
0/0-1/0
857.25
cum
6
6
Providing and Laying Gravel to 100mm Compacted thick including cost & Conveyance of Gravel from approved sources to work site including labour for Spreading , Watering and Compacting by Power Roller to Achieve the Required Proctor density at 100% Compaction.Shoulder
1
nos
7
7
0/0-1/0
152.4
cum
8
8
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm 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% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
1
nos
9
9
0/0-1/0
297.66
cum
10
10
Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 63 mm to 11.20 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 Bottom Layer.
1
nos
11
11
0/0-1/0
178.59
cum
12
12
Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 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
0/0-1/0
178.59
cum
14
14
Applying TACK COAT over WBM surface at 4.00Kg/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete
1
nos
15
15
0/0-1/0
2381.25
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 0/0-1/0
2381.25
sqm
18
18
Provision for HM stones
3
no
19
19
Provision for Sign Board
2
no
20
20
Provision for Name board
1
no
21
21
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)
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.
