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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance S A | Admitted-Finance |
Tender Value
₹35.8 L
EMD Value
₹37,000
Closing Date
17 Nov 2020, 3:00 pmClosed
The Project Director
DRDA VELLORE The Project Director
vellore District TNRRIS 2020-21 under SFC (BP) 2020-21 Strengthening of 1 Roads in kuppampattu panchayat at Anaicut Block Package No.20
2020_RDTN_181382_1
A9/2183/2020
Open Tender
Civil Works - Roads
Works
180 days
DRDA, VELLOR
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹37,000
21 Nov 2020
26 Sept 2020
17 Nov 2020
26 Sept 2020
17 Nov 2020
26 Sept 2020
Amount
Strengthening of the Road from Kuppampattu Dharmaraja koil road in Kuppampattu Panchayat.KM0/0-2/150
Clearing the scrub jungle including cutting and removing away from site etc complete
Picking the existing wornout BT surface to 5-10 cm thick including all labour charges etc complete (Km 0/0-1/000)
Earthwork excavation in allclasses of soils and subsoils including cost and conveyance asper specification SS20A
Providing and laying Gravel for Sideberm including cost and 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
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. 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 work site 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 as 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 incidental charges etc., complete
Applying tackcoat over BT Surface using 4kgs of bitumen emulsion per 10sqm including cost of bitumen emulsion which will be supplied deparmentallyat section stores cost of which will be recovered at the issue rate as per the special condation for etc Complete
Providing and laying pre-mix carpet 20mm thickness using 0.18 cum of 13.2 IRC macine crushed metal 0.09 cum of 11.2 mm IRC machine crushed metal with 13.432KG of Bitumen with 1.168 KG plastic Waste for pre-mixing 10 sqm of premix carpet and laying seal coat type "A" using 0.09 cum of 6.70 mm IRC HBG chips with 9.80 Kg of bitumen for 10 sqm including cost and conveyence of materials
Provision for HM stone
Provision for KM stone
Providing Wearing coat at ch 0/178-0/203
Providing Wearing coat Bridge ch 0/178-0/203
Providing cc pavement at ch 0/330-0/360
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyance of all materials and all labour charges etc complete.
Construction of Retaining wall at ch 1/100
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Plain Cement Concrete 1:3:6 mix using 40 mm ISS sine HBG metal including cost and conveyance of all materials and all labour charges etc complete.
Provision for Weep holes
Providing Name board charges
GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}
S A Srinivasan
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