Strengthening of the roads - 1 nos. in Package no. MGSMT-19/2024-25 at Rajapalayam Block of Virudhunagar District under MGSMT(2024-25).

Amount

Part:1. Meenakshipuram to southmeenakshipuram Road in Meenatchipuram Panchayat.km(0/0-2/770.)R-39

Part-A:Strengthning

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Labour Charges for Picking 5cm to 10cm old metalled Surface and Sectioning etc,… comlete

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A

Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling includin

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 2

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Bituminous macadam 50 mm thick using ISS HBG metal of size26.5 to 2.36mm with 34.04 kgs of VG30 bitumen and 2.96 kgs ofplastic wastes for 10 sq.m. including cost and conveyance of allmaterials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature inCentral Hot Mix Plant 20-30T capacity, conveying the mix by tippertrucks to paver site, spreading the mix to uniform thickness of20mm with mechanical paver to the specified grades and crosssection and consolidated by 8-10T vibratory/pneumatic roller to therequired density etc., including labour for attending to paver to site,hire & fuel charges for 20-30T CMP with bitumen boiler, tippertrucks, paver finisher, vibratory/pneumatic roller and all other toolsand plants required, including fuel and other incidental chargesetc., complete

Providing and laying Tack coat over WMM surface(treated withprimer) using 2.5Kg of bitumen emulsion RS-1 for 10 sqm forpreparatory to another bituminous construction over it, includingcost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,

Providing and laying Bituminous concrete using 0.13cum of19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 46.28 kgs ofVG30 bitumen and 4.02 kgs of plastic wastes for 10 sq.m. andheating the aggregates to required temperature and mixing them inrequired temperature in central hot mix plant 20-30 ton capacity,carrying the mix by tipper trucks to paver site, spreading the mix touniform thickness with mechanical paver to the specified gradesand cross sections and consolidated by 8-10 tonnesvibratory/phenumatic roller to the required density etc., includinglabour for attending to paver to site etc.including hire charges andfuel charges foe 20-30t CMP with bitumen boiler, tippertrucks,paver finisher/9m paver finisher,vibratory/phenumatic rollerand all other tools and plants required, including fuel and all otherincidental charges etc., complete as per specification using CMPas per clauses 507 of MORTH Part-5.

Road Marking-Providing and laying of hot applied Thermoplasticcompound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35. The finished surface to belevel, uniform and free from streaks and holes etc complete as perMORT&H specification No.803

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers madeout of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788and reflective panels with micro prismatic lens capable of providing total internal reflection ofthe light entering the lens face with retro reflectance and chromaticity values conformingto ASTM D4280. The reflective raised pavement markers shall also confirm to theMORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width andlength shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflectivearea of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree.Each reflector shall have a CIL not less than values specified in Table 2 of said MORTHcircular. The strength of detachment of the integrated cylindrical shanks, (of diameter notless than 19 +/ - 2mm arid height not less than 30+/ - 2 mm) from the body is to be aminimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to goinside, without nails and using epoxy resin based adhesive as per manufacturer’srecommendation and complete as directed by the engineer. The marker shall support aload of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 -2015 guidelines and MORT&H specification 804 etc., complete

Providing HM Stone- Reinforced cement concrete M15 gradekilometer stone of standard design as per IRC 8 fixing in positionincluding painting and printing etc., as per technical specification clause 1703

Providing KM Stone- Reinforced cement concrete M15 gradekilometer stone of standard design as per IRC 8 fixing in positionincluding painting and printing etc., as per technical specification clause 1703

Providing and erecting of Retro - Reflectorised Cautionary , Mandatory and Information signs(with Definition Board ) made out of High intensity Prismatic grade SheetingConfirming toType-IV Standard of IRC-67 : 2012 and ASTM D 4956-09 , Specification and fixed over 2 mmthick Aluminium sheet fixed over a back Supporting frame of 25 mm X 25mm X 3mm Mildsteel angel angle and supported on a mild steel angle post 75 mm X 75 mm X 6 mm with aclear height of not less than 2.10 m from the ground level to the bottom of the sign boardand 0.60 m below ground level . The sign post should be painted asper IRC 67 -2012 andfirmly fixed to the ground by means of roperly designed foundation with M15 grade cementconcrete 45 cm X 45 cm X 60 cm size including cot and conveyance of all materials ,Equipment , machinery and labour with all leads and lifts , Loading charges necessary forsatifactory completion of the works as directed by the engineer in Charge . High intensityRetro - Reflectro sheet shall consist of minimum coefficient of Retro - Reflection as per Table6.6 of IRC 67 - 2012 . The retro - Reflective sheeting shall be covered under 7 year warrentyissued for field performance and certified copy of theree years outdoor exposure report shallbe obtained as per IRC 67 - 2012 (As per MORT & H Specification no .801) - 60 cmEquilaterial Triangle

Name Board Charges

Wearing coat at CH 360-388 M

Supply and Centering shuttering the concrete surface with necessary supports including all cost and conveyance etc,.. Complete

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

Provision for Bitumen Pad

Construction of 2x5.00 M Span RCC Slab Culert @ CH 98M

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.

Earthwork excavation in soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.

Earthwork excavation in Medium Rock & Dense Medium rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.

Filling below the foundation concrete with clean coarse M-sand including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering with all leads for water and all other incidental charges etc., complete for filling inside the Raft.

Vibrated Cement Concrete of Grade M-15, Nominal Mix, using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level)

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

Vibrated Cement Concrete of grade M20 design Mix, using 20mm & 12mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Vibrated Cement Concrete of grade M20 Design Mix, using 20mm & 12 ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size 20 & 12mm HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS 20 & 12mm size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS..

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

Supply and fabrication of S-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-500 grade

Vibrated Cement Concrete M15 grade, Nominal Mix, using 20mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.

Vibrated Cement Concrete M20 grade Design Mix using 20mm & 12mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet wall over wings

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.

Vibrated Reinforced Cement Concrete M30 grade, Design Mix, using 20mm & 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Hand Rail

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Whitewashing for Abutment and Pier Substructure using two coats of freshly burnt Shell lime

Plastic emulsion painting for handrail using two coat of enamel paint

Provision For Name Board

GST Amount for providing Service to the above Government Contract 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}

THIRUMURUGAN AND CO (BID ID -1081028)