Tender For Renewal Of Road Sadoo To Jiyak Km 0.0 To 5.00 Km - PART- A DISMANTLING & EARTH WORK 2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 3 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 4 Excavation in SoilwithDozer with lead upto 100 m.Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections 5 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushedfor filling in embankment. 6 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses & Granular courses 7 PART- B GRANULAR & WBM/WMM BASES WORK 8 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 9 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means 10 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 2as perMoRTH SpecificationClause 404. Using CrusherBroken aggregate By Manual Means 11 PART- C BITUMINOUS WORK 12 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 13 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 14 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. ByManual Means Bitumen (VG-30) 15 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsiondistributoratthe rate of0.20 to 0.30 kg per sqmon the prepared bituminoussurface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 16 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 17 Providing, laying and rolling of open-graded premix carpet of20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingand rollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobe followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. case-II By mechnical means Bitumen (VG-30) 18 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) 19 PART- DSHOULDERS WORK 20 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 21 PART- E ROAD FURNITURE WORK 22 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 23 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 24 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 25 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications.600 mm equilateral triangle 26 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 27 200 m stone (precast) 28 Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic
