Strengthening of the Road from A.K. Road Arunkundram road Km 0/0-3/250 in Arcot Block at Ranipet District MGSMT 2025-26

Amount

Arcot Block

strengthening of the Road from A.K Road to Arungundram Road Km 0/0 -3/250 (R-) in Arcot Block at Ranipet District

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

Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3)

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

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 & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.

Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.

Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and 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 46.28kgs of VG30 bitumen and 4.02Kgs 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.,

Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm 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 arid as directed by the Engineer-in-charge

ch @ km 0/200 to 0/280

ch @ km 2/380 to 2/430

ch @ km 2/990 to 3/010

Construction of 1.5m RCC Slab CULVERT @ ch 2390 m

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

Plain 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,

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,

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

For Footing

Deck Slab

Providing Weep holes 75mm Dia PVC Pipe

Providing and Fixing 20mm Bitumen felt for expansion joint between dirt wall

collection and supply of Gravel filling from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc

Providing HUME PIPE @ch 2548m

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, stiff black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete

Supply and Fixing of 900 mm Dia 2.50 m Hume pipe including cost and Conveyance etc., complete

construction of existing damaged Parapet Wall @ch 1120 m

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 existing damaged Parapet Wall @ch 1424 m

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 existing damaged Parapet Wall @ch 1867m

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

Provision for 60 cm equilateral triangle

Provision for road stud with Lens Reflector

Provision for Hectometer stone

Provision for kilometer stone

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}

Muralitharan (BID ID -1338750)