Strengthening of the road Senganatham to MelSenganatham Road Km 0/0 2/100 Vellore Block Under MGSMT 2022-23 75 Percent Phase II Package No 28

Amount

Strengthening of the road Senganatham to MelSenganatham Road Km 0/0 – 2/100

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

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 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

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

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

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

Wearing Coat(CCP) Km 0/700

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

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)

Wearing Coat(CCP) Km 0/900-0/918

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

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)

Wearing Coat(CCP) Km 1/600-1/609

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

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 Cause way Km 1/700-1/730

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 1:4:8 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 20mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items. (Below GL)

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)

Provision for H.M. stone

Provision for K.M. stone

60CM Equilateral triangale Cautionary Signboard

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}

G.SAKTHIVEL