Dindigul Dist - TNRRIS 2019-2020 - Dindigul bock road works TN-05-33

Amount

Part 1: Vanniaparaipatty road to Velvarkottai road km 0/0-1/4 Estimate Amount Rs.64.68 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

Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (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 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 laying Gravel to 100mm compacted thick includng all labour charges for spreading watering and leveling to camber forundulation forundulation of surface etc complete 100% compaction

Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition 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 MoRT&H specification.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60 Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Construction of RCC slab culvert At Ch0/650m ( 1.50M 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 Below sill

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 - Above sill

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 Super Structure

Below GL

Above GL

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 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

Refillling with excavated earth behind the abutment, in between the wings including all labour 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 Weep holes in Abutments & wings reinforced CC with 100mm dia AC pipe extending through the full width of the struction with standard specificaito

Construction of RCC slab culvert At Ch1/050 m ( 1.50M 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 Below sill

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 - Above sill

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 Super Structure

Below GL

Above GL

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 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

Refillling with excavated earth behind the abutment, in between the wings including all labour 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 Weep holes in Abutments & wings reinforced CC with 100mm dia AC pipe extending through the full width of the struction with standard specificaito

Construction of Flood protection wall 1180-1254m

Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth etc.,

Supplying and filling of sand including cost and conveyance materials and all labours charges etc.,complete.

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 Foundation

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 -

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

Below GL

Supply of Kilometre Stone of size 1.65mx0.45x0.15metre

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}

Part 2: Periakottai main road to Arputham thottam road km 0/0-1/3 Estimate Amount Rs.49.53 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

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

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 laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition 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 MoRT&H specification.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60 Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Construction of RCC slab culvert At Ch 60m ( 1.50M 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 Below sill

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 - Above sill

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 Super Structure

Below GL

Above GL

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 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

Refillling with excavated earth behind the abutment, in between the wings including all labour 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 Weep holes in Abutments & wings reinforced CC with 100mm dia AC pipe extending through the full width of the struction with standard specificaito

Construction of RCC slab culvert At Ch 660m ( 1.50M 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 Below sill

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 - Above sill

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 Super Structure

Below GL

Above GL

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 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

Refillling with excavated earth behind the abutment, in between the wings including all labour 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 Weep holes in Abutments & wings reinforced CC with 100mm dia AC pipe extending through the full width of the struction with standard specificaito

Construction of Flood protection wall ch: 0/0-1/0

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 Foundation

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 -

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

Below GL

Supply of Kilometre Stone of size 1.65mx0.45x0.15metre

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}

R.PALANIKUMAR