STRENGTHENING OF 24-0 GSB ROAD TO PATTAVAYAL MANIVAYAL ROAD OF NELLAKOTTA PANCHAYAT OF GUDALUR BLOCK

Amount

Strengthening of 24/0 of GSB Road to Pattavayal- Manivayal Road (NABARD) road KM 0/0-2/830 H/O Nellakottai (R-159).

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

in Km. 0/000 - 0/150 and 0/470 - 2/830

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete

in Km. 0/000 - 0/150 and 0/470 - 2/830

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.,

in Km. 0/000 - 0/150 and 0/470 - 2/830

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5 Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,

in Km. 0/000 - 0/150 and 0/470 - 2/830

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and fill. (Plastic waste)

in Km. 0/000 - 0/150 and 0/470 - 2/830

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..

Cement concrete 1:3:6 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement M30 Grade, thickness as per design,

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cm Equilateral triangle cautionary signboard

V shape drain

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Cement concrete 1:4:8 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.

Cement concrete 1:2:4 using 20mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.

Provision for KM Stones

Provision for HM Stones

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}

Provision for Name board

Murali and Co (BID ID -1346044)