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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹66 L
EMD Value
₹66,000
Closing Date
20 Oct 2020, 3:00 pmClosed
Project Director
DRDA, VPM
Strengthening of 2 Roads in Koliyanur Panchayat Union in Viluppuram District under TNRRIS 2020-21 Package TNVPM/TNRRIS 20-21/017
2020_RDTN_179990_1
TNVPM/TNRRIS/20-21/017
Open Tender
Civil Works
Works
180 days
Viluppuram District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹66,000
Yes
24 Oct 2020
17 Sept 2020
20 Oct 2020
17 Sept 2020
20 Oct 2020
19 Sept 2020
Amount
Strengthening Roa fromMelamedu venkatasami Nagar Road 0/0-1/140
Clearing the scrub jungles including all labour charges for all labour charges etc complete.km 0/0 - 1/140
Earthwork excavation and deposting on bank eith an intial lead and lift in hard gravelly soil for cutting side drain etc complete as per SS 20A .km 0/0 - 1/00
laying US Gravel including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specificiation etc complete
Picking the existing BT surface upto5cmto 10cm thickness and sectioningthe road
Providing and laying 75mm compacted thick WBM Gr.llusing 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.
Providing and laying 75mm compacted thick WBM Gr.lllusing 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.
Applying tack coat over WBM surface using 2.5 kg of bituminous emulsion per 10 sqm including cost and conveyance of bituminous emulsion which will be supplied by deptly at section store and cost of which will be recovered at the rates as per special condittion appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc, complete as per clause 503 of MOST specification. ch 0/0-1/850
Providing and laying Premix carpet with seal coat type 'A' for 20 mm consolidated thickness 0.18cum of 13.20 mm and 0.09 cum of 11.20 mm with 14.60 kg of 60/70 grade bitumen for pre mixing for 10 sqm for premix carpet and 0.09 cum of 6.70 mm IRC size HBG metal
Providing New CC Pavement @ch 150 m
Cost and supply and errecting centering including conveyance and all labour charges complete complying with standard specification
counstruction of Un-reinforced found jointed at the opposite construction joint only PCC pavement thickness as per other approved sub base with 43 grade cement or any other type as per clauses 1501.2.2 M30 (Grade), subbase and fine aggregated conformingto IS:383 maxi, um soze of course aggregated not necessary 25mm mixed in a courses mixture of not less than 0.2 cum capacity and technical specification grade 1501 (using M-sand)
Construction of Retainning wall @ch 350m
Earthwork excavation and deposting on bank eith an intial lead and lift in hard gravelly soil as per SS 20B for foundation
Cement concrete 1:4:8 using 40mm ISS HBG metal including all labour charges for mixing concrete watering and laying the concrete in layers not more than 15cm thick compacting etc complete complying with standard specificiation
Cost and supply and errecting centering including conveyance and all labour charges complete complying with standard specification
Cement concrete 1:3:6 using 40mm ISS HBG metal including all labour charges for mixing concrete watering and laying the concrete in layers not more than 15cm thick compacting etc complete complying with standard specificiation
Provision for KM stone
Provision for HM stone
Provision for the Name board
Provsion of Photo graph charges
Strengthening Roa from Anangoor irular colony vayalveli salai Road 0/0-1/550
Clearing the scrub jungles including all labour charges for all labour charges etc complete.km 0/0 - 1/550
Earthwork excavation and deposting on bank eith an intial lead and lift in hard gravelly soil for cutting side drain etc complete as per SS 20A .km 0/0 - 1/550
laying US Gravel including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specificiation etc complete
Picking the existing BT surface upto5cmto 10cm thickness and sectioningthe road
Providing and laying 75mm compacted thick WBM Gr.Ilusing 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.
Providing and laying 75mm compacted thick WBM Gr.Illusing 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.
Applying tack coat over WBM surface using 2.5 kg of bituminous emulsion per 10 sqm including cost and conveyance of bituminous emulsion which will be supplied by deptly at section store and cost of which will be recovered at the rates as per special condittion appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc, complete as per clause 503 of MOST specification. ch 0/0-1/850
Providing and laying Premix carpet with seal coat type 'A' for 20 mm consolidated thickness 0.18cum of 13.20 mm and 0.09 cum of 11.20 mm with 14.60 kg of 60/70 grade bitumen for pre mixing for 10 sqm for premix carpet and 0.09 cum of 6.70 mm IRC size HBG metal
Provision for KM stone
Provision for HM stone
Provision for the Name board
Provsion of Photo graph 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}
Arumugam P V
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