Strengthening of Meenachipuram to Vedanayagapuram road under nabard 24 25

Amount

Strengthening the road from Meenatchipuram to Vethanayagapuram Road in Meenatchipuram Panchayat.km(0/0-2/780.)R-89

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.

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.,

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 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

Construction of Retaining wall at CH 820 - 1000m

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 20B etc,, complete

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.

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

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

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.

Provision for Weep Holes

Construction of Retaining wall at CH 1640m - 1695m

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 20B etc,, complete

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.

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

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

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.

Provision for Weep Holes

Wearing Coat

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

Proviosn for Citizen Information Board

Part-B:- Maintenance work

Maintenance Towards the charges for routline maintenance of the road work executed under NABARD 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 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 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}

A RAJADURAI (BID ID -1230276)