Upgradation/ Strengthening of 1 no Rural Roads in Kodaikanal Block of Dindigul District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2022-23 TN05-72

Amount

Strengthening to the Road NALLURKADU TO KARUMPARAI ROAD, KM 0/000-1/800 -Estimate amount 103.90lakhs Part A - Clearing the Scrub jungle clearence including all labour charges for burryingng and burning etc.,

Picking the Existing BT surface with 5cm thick iuncluding all cost of Labour charge etc complete.

Providing & Laying gravel for side bermes including all cost and conveyance of all material and labour charge etc complete

Providing and laying 75mm compacted thick WBM 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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WBM / WMM surface preparatory to another bituminous construction over it.

Applying TACK COAT over WBM/WMM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Providing and laying 25mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared

Provision for HM Stone

Provision for KM Stone

Provision for 90cm Equilateral traingle Cautionary Sing Board

Provision for 60cm Equilateral traingle Cautionary Sing Board

Provision for 60cm Circle ( Mandatory ) Sing Board

Provision for Chevron signs 90cm Octogon ( Curves )Circle

Provision for Road White Marking

Provision for Information Board and Name Board

Provision for Cement Concrete "V" Shape Side Drain

Earth Work 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 earth as per SS20B

Cemant Concrete 1:4:8 using 40mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc,

Cemant Concrete 1:2:4 using 20mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc,

Provision for Cement Concrete Pavement

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete

Provision for Bitumen pad including all fixing and all labour charges and etc complete.

Retaining Wall

Earth Work 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 earth as per SS20B

Cemant Concrete 1:4:8 using 40mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc,

Cemant Concrete 1:3:6 using 40mm gauge hard broken stone jelly for foundation including watering necessary and laid in layers not more than 15cm thick compacting etc, Below Sill

Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations -Above GL

PART (B) Maintenance Routine Maintenance After completion of construction works Maintenanace I year

Maintenanace II year

Maintenanace III year

Maintenanace IV year

Maintenanace V year

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

M.SANNASI CONTRACTOR