Strengthenig of the road from AK Road to Mottai malai battai Eri karai Road KM 0/0 2/850 ( Plastic Road) Kaniyambadi Block Under MGSMT 2022-23 75 Percent Phase II Package No 16

Amount

Strengthening and Upgradation of the Road from AK Road To Mottai malai Battai Eri Karai Road Km 0/0 - 2/650 ( R111) in Kammavanpet 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.

Construction of Subgrade for 300m Depth by Using picked material obtained fro the Existing Surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of Table300.2 withlead upto 1000m as per Technical Specification Clause 303.1 (Sub Grade Using Quarry Rubbish)

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) .

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 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

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface including all cost and Convenyance for etc Complete

Construction Of 6.00 m Span Culvert @ ch 417m

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.,

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

Providing and Fixing Tar paper for bearing b/n bed black & deck slab

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 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 as per drawing and technical specification Clauses 614, 709, 1204.3.7

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

Construction of Protection Wall @ CH 300m Right side Near Well

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 350

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.

Proposed CC Pavement @ CH 424 - 544m

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.,

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

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) .

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

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

Construction of Unreinforced dowel jointed and expanded and construction joint as per Standard using M30 Concrete etc

Provision for Bil\tumen pad (105x3.75x.15m)

Construction of RCC Slab Culvert (1.5m Vent) at CH 2609m

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,

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

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

Bidder Name

DCN CONSTRUCTIONS

ARIVAZHAGAN