Strengthenig of the road from Caddalore chittore Road to Naickaneri road (via) Kattupadi road KM 0/0 - 2/0 Kaniyambadi Block Under MGSMT 2022-23 75 Percent Phase II Package No 15

Amount

Strengthening of the Road from CC Road To Naickaneri Road ( Via) Kattupadi Road (KM 0/0-2/0) - R6 in Adukkambarai Pt @ Kaniyambadi Union.

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

Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including all Charges etc

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including all Charges etc

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

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 BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 BITUMINOUS MACADAM 50 MM THICK using 0.20cum of 26.5 - 13.2 mm. 0.43cum of 13.2 - 2.36 mm and 0.08 Cum of 2.36 mm & below size metal with 37.00kgs 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

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

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.

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 RCC Slab Culvert (1.5m Vent) at CH 0/180m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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,

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Construction of Drainage @ CH 560

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Plastering with cement mortar 1:4, 20mm thick including cost and conveyance and all labour charges etc.

Construction of RCC Slab Culvert (1.5m Vent) at CH 0/980m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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,

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Construction of Protection Wall @ CH 980

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Plastering with cement mortar 1:4, 20mm thick including cost and conveyance and all labour charges etc.

Construction of Protection Wall @ CH 1060

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Plastering with cement mortar 1:4, 20mm thick including cost and conveyance and all labour charges etc.

Construction of Protection Wall @ CH 1080

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Plastering with cement mortar 1:4, 20mm thick including cost and conveyance and all labour charges etc.

Construction of RCC Slab Culvert (1.5m Vent) at CH 1424m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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,

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Construction of RCC Slab Culvert (1.5m Vent) at CH 1440m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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,

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Construction of RCC Slab Culvert (1.5m Vent) at CH 1650m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20A

Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete

Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Below GL

Supplying & Erecting Centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings complete complying for etc Complete Above GL

Cement concrete in 1:3:6 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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,

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Provision for Road Marker / Road Stud With lens reflector

Provision for Hectometer stone

Provision for KM Stone

Provision for Chevron Signs 90 cm Octogon Charges

Provision for Sign Board Charges

Providing Name Board cum Citizen Board

Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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}

DCN CONSTRUCTIONS