Dindigul Dist-20 CGF 2019-2020 - Vathalagundu block road works TN-05-81

Amount

Part 1: Upgradation of the the Road from Kamatchipuram burial ground road in km 0/0 -0/400) (R193)Estimate Amount Rs.14.60lakhs

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

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

Applying TACK COAT over WBM surface at 4 kg of RS-1 Bitumen Emulsion / 10 sq.m incliding labour for spraying ,hire charges for bitumen sprayer etc. complete.

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 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

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

Earth work excavation in hard stiff clay soil with initial lead and lift as per SS 20B for foundation as per SL. No.61

Cement concrete 1:4:8 mix using 40m BSS metal including cost and conveyance of all materials, watering, curing and compacting concrete and all other incidental charges etc., complete.

Supplying and erecting centering are strutting including neceassary supports for place surface for Retaining wall, including material and labour etc., complete.

Cement concrete 1:3:6 mix using 40m ISS HBG metal including cost and conveyance of all labour charges.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks for 10 cum

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

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 -

Supplying and erecting centering are strutting including neceassary supports for place surface for Retaining wall, including material and labour etc., complete.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Supply of Hectametre Stone of size 0.90x0.15x0.15metre

Provision for Name 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 : Strenthening the Road frome Dharumathupatti Burial Road Km (0/0-0/885)(R167) H/O Viruveedu Estimate Amount Rs.15.00lakhs

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.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

Applying TACK COAT over WBM surface at 4 kg of RS-1 Bitumen Emulsion / 10 sq.m incliding labour for spraying ,hire charges for bitumen sprayer etc. complete.

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 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

Providing and laying Gravel to 100mm compacted thick includng 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

Construction of Retaining wall CH-390 m

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 -

Supplying and erecting centering are strutting including neceassary supports for place surface for Retaining wall, including material and labour etc., complete.

Provision for Sign Board

Supply of Hectametre Stone of size 0.90x0.15x0.15metre

Provision for Name 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}

SUTHAHAR