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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹31,000
Closing Date
27 Nov 2019, 3:00 pmClosed
THE PROJECT DIRECTOR DRDA, DINDIGUL
THE PROJECT DIRECTOR DRDA, DINDIGUL
Dindigul Dist-20 CGF 2019-2020 - Oddanchatram block road works TN-05-84
2019_RDTN_147331_1
DIPR/4210/TENDER/2019 Oddanchatram TN-05-84
Open Tender
Civil Works - Roads
Item Wise
180 days
DINDIGUL
Dindigul Dist-20 CGF 2019-2020 - Oddanchatram block road works TN-05-84
4 documents required · 4 mandatory
₹0
₹31,000
THE PROJECT DIRECTOR DRDA, DINDIGUL
20 Jan 2020
16 Nov 2019
27 Nov 2019
16 Nov 2019
27 Nov 2019
20 Nov 2019
20 Nov 2019
Amount
Part 1 : Ambilikkai Varatharajaperumal koil to Kosavapatty- Alayagoundanpatty road. Km 0/0 -0/6 Zyco Therm Estimate Amount Rs.17.03 lakhs
Clearing the scrub jungle by uprooting including all cutting charges and depositing disposing of the products and clearing as directed by the Departmental Officers including all incidential charges etc., complete in charges etc complete
Earthwork excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated
Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete
Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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)
Providing and laying Water Bound Macadam Gr.III using 1 cum of 63mm to 11.2mm 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 MoRT&H 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 applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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. (ref:Mord pg.no 5-24)
Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical specification Clauses 510.
Providing and laying Gravel soling to compacted thick includng all labour charges for spreading watering and leveling to camber forundulation forundulation of surface etc complete 100% compaction at optimum moisture content and hire & fuel chares for power roller, water sprinkler and all other incidential charges such as traffic barricading and providing danger lights etc., completed
Supply of Hectametre Stone of size 0.90x0.15x0.15metre
Provision for Name Board
Provision for Sign Board
Construction of RCC slab culvert @ Ch 270m (3.00 m Span)
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,
Plain cement concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Plain cement concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete
Reinforced cement concrete 1:1.5:3 using 20mm ISS HBG metal including cost of reinforcement and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools etc., complete -
Supplying and fabrication and placing in position mild steel or ribbed tor steel and all reinforced cement concrete works asper the design given including cost of steel and binding wire in all floors etc., complete complying with standard specification.
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification - Sub Structure
Supply and Erection and centering of sides and soffits including supports and strutting up to 3.29m height for place surfaces in all floors with all cross bracing using mild steel sheets of size 90cmX60cm and 10 gauge stiffened welded with mild steel angles of size 25mmX3mm for boarding laid over silver oak ( country wood) poists of size 10cm X6.5cm dia spaced at about 90cm centre to center etc., complete complying with standard specification Super Structure
Back filling behind the abutment and wings with excavated earth including all incidential charges etc., complete in charges etc complete
Provision for Expansion joint inbetween the dirt wall & deck in pier in standard specification
Provision and laying Kraft paper barrying between deck slab and bed block to the full width of seating
Providing and fixing 100 mm daia PVC Weep holes of required lengths for abutment and retaining wall including cost and conveyance
Wearing Coat with CC 1 : 1.5 : 3 mix using 65% of 25mm, 25% of 12mm, and10% of 6mm ISS metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete. - 75mm uniform thickness
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}
Part 2: Sindalavadapatty -AD colony road. Km 0/0 -0/670 Zyco Therm Estimate Amount Rs.13.24 lakhs
Clearing the scrub jungle by uprooting including all cutting charges and depositing disposing of the products and clearing as directed by the Departmental Officers including all incidential charges etc., complete in charges etc complete
Earthwork excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated
Picking the existing metal surface and sectioning undulations including all incidential charges etc., complete in charges etc complete
Providing and laying Water Bound Macadam Gr.II using 1 cum of 75mm to 22.40mm 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 MoRT&H 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 Water Bound Macadam Gr.III using 1 cum of 63mm to 11.2mm 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 MoRT&H 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 applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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. (ref:Mord pg.no 5-24)
Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical specification Clauses 510.
Providing and laying Gravel soling to compacted thick includng all labour charges for spreading watering and leveling to camber forundulation forundulation of surface etc complete 100% compaction at optimum moisture content and hire & fuel chares for power roller, water sprinkler and all other incidential charges such as traffic barricading and providing danger lights etc., completed
Supply of Hectametre Stone of size 0.90x0.15x0.15metre
Provision for Name Board
Provision for Sign Board
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 VELLAISAMY CONTRACTOR
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