Vellore District MGSMT 2025-2026 Strengthening of 3 road in Madhandakuppam, Gollapalli Panchayat at Katpadi Block Package no 04

Amount

Strengthening the Road from Mathandakuppam BG Road in Mathandakuppam Panchayat in Katpadi Block Km 0/0 - 0/460 (R-123)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete

Picking 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete

EARTH WORK FOR FORMATION OF SHOULDER (CONVEYED EARTH)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Gravel Shoulder

Collectionandsupplyof gritty gravel from appd quarry includingcostandconveyanceofallmaterialstosite including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

WET MIX MACADAM

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

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

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

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.

Provision for H.M. stone

Providing & fixing Sign Board

Provision for Metal Crash Barriers

Provision for Photos

Road Marker / Road stud with lens Reflector

Providing Name Board cum Citizen Board

Strengthening the Road from Mathandakuppam Arunthathiyar colony BG Road in Mathandakuppam Panchayat in Katpadi Block Km 0/0 - 0/430 (R-430)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete

EARTH WORK FOR FORMATION OF SHOULDER (CONVEYED EARTH)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Gravel Shoulder

Collectionandsupplyof gritty gravel from appd quarry includingcostandconveyanceofallmaterialstosite including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

GSB GRADE - III

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method)

WET MIX MACADAM

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

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

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

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.

Construction of CC Road) at Ch 0/0 - 0/070

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Construction of Un-reinforced dowel joint at Expansion and Construction joint only PCC pavement thickness as per design over a prepared sub base with 43 grade cement or any other as per Clause 1501.2.0 M30(Grade) coarse for etc completed

Cost and Supply of Bituminus Pad for Expansion joint ingluding cost and Conveyance etc

Construction of RCC Slab Culvert (1.50m Vent) at Ch 0/350

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

Supplying and Filling Sand in to the Foundation centering for sides and soffits including Cost and Conveyance etc

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,

Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,

Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling 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

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Providing and fixing tar Paper for for bearing Between Bed block & Deck Slab slab

Provision for H.M. stone

Providing & fixing Sign Board

Provision for Photos

Road Marker / Road stud with lens Reflector

Providing Name Board cum Citizen Board

Strengthening the Road from PT Road to Punniyaboomi irular Colony Road in Gollapalli Panchayat in Katpadi Block Km 0/0 - 1/550 (R-329)

Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete

Picking 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete

EARTH WORK FOR FORMATION OF SHOULDER (CONVEYED EARTH)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Gravel Shoulder

Collectionandsupplyof gritty gravel from appd quarry includingcostandconveyanceofallmaterialstosite including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

WET MIX MACADAM

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

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

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

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.

Construction of Retaining wall Ch @ 0/0 - 0/010

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Construction of Hard Bed at Ch 1/160 - 1/175

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method)

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Construction of Un-reinforced dowel joint at Expansion and Construction joint only PCC pavement thickness as per design over a prepared sub base with 43 grade cement or any other as per Clause 1501.2.0 M30(Grade) coarse for etc completed

Provision for K.M. stone

Provision for H.M. stone

Providing & fixing Sign Board

Provision for Photos

Road Marker / Road stud with lens Reflector

Providing Name Board cum Citizen 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}

sri venkateshwara construction (BID ID -1297619)