Vellore District,MGSMT 2024-25 Strengthening of 2 Road in Varareddipalli and Veerichittipalli Panchayat at GudiyathamBlock Package No 08.

Amount

Vellore District,MGSMT 2024-25 Strengthening of 2 Road in Varareddipalli and Veerichittipalli Panchayat at GudiyathamBlock Package No 08.

Strengthening of the Road from Arigavaripalli Road to V. Modikuppam in Varadhareddipalli Panchayat in Gudiyatham Block. (R187) (KM 0/0 - 2/0)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete (KM 0/0 - 2/0)

Picking 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete (KM 0/0 - 2/0)

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A (KM 0/0 - 2/0)

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 (KM 0/0 - 2/0)

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 for all including all cost and Convenyance for etc Complete

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg 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 all including all cost and Convenyance for etc Complete (KM 0/0 - 2/0)

Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 (KM 0/0 - 2/0)

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. (KM 0/0 - 2/0)

Providing and laying if hot applied Thermoplastic compound 2.5mm thick including reflectirising glass beads @ 250 gms per Sq.M area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORT&H specification No.803. (KM 0/0 - 2/0)

Provision for H.M. stone

Provision for Kilometer Stone

Provision for 60 CM Equilateral Cautionary Sign Board Charges

Providing Name Board Charges

Provision for Photo Charges

Strengthening of the Road from C.G.Road to Veerichettipalli Road (Via) Gudlavaripalli in Veerichettipalli Panchayat in Gudiyatham Block. (R24) (KM 0/0 - 2/256)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete (KM 0/0 - 2/256)

Picking 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete (KM 0/0 - 2/256)

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A (KM 0/0 - 1/370)

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 (KM 0/0 - 1/370)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 (KM 0/0 - 2/256)

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 for all including all cost and Convenyance for etc Complete (KM 0/0 - 2/256)

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg 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 all including all cost and Convenyance for etc Complete (KM 0/0 - 2/256)

Providing and laying spreading and compacting graded stone aggregate to BITUMINOUS MACADAM 50 MM THICK including cost of materials, labour charges rental for machinery, fuel and all other incidental charges etc complete (km0/0 -2/256)

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher, vibratory / phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 (km0/0 -2/256)

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc (KM 0/0 - 2/256)

Providing and laying if hot applied Thermoplastic compound 2.5mm thick including reflectirising glass beads @ 250 gms per Sq.M area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORT&H specification No.803.(KM 0/0 - 1/370)

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be mase by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanizes having Zinc Mass of 550gms/sqm, minimum 950mm above road / ground level fixed on ISMC series channel vertical post 150 X 75 X 5mm spaced 2m center to center 312mm X 83mm fiange width X 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350 X 350 X 800mm for a depth of 750mm below ground, All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge.

Cement Concrete Pavement Ch 1/300

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 for etc

Cement Concrete Pavement Ch 1/800

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 for etc

Provision for H.M. stone

Provision for Kilometer Stone

Provision for 60 CM Equilateral Cautionary Sign Board Charges

Providing Name Board Charges

Provision for Photo Charges

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}

Thirumalai Construction (BID ID -1081294)

Bidder Name

K.Rajini

Thirumalai Construction