Benganakhowa Chariali to Dhodar Ali

Amount

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation in Soil with Dozer 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.

Construction of Embankment with Material Obtained from Borrow Pits, Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land

Construction of Subgrade and Earthen Shoulders, Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1., (I) Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.III) For grading II material., A) By Mix in Place Method

Water Bound Macadam Sub-base/base, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405., WBM Grading II, a) by Manual means

Water Bound Macadam Sub-base/base, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405., WBM Grading III, a) by Manual means

Inter locking concrete Block pavement, (I) a) Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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.

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.

Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

ProvidingreflectivepavementmarkerwithMicroprismaticlensinbothdirectionhavingthermoplasticbodyadheringtothespecificationandguidelinesofMoSRT&H’sfixedtotheroadsurfaceusingtheadhesivesandtheproceduresrecommendedbythemanufacturerswith three months replacement warranty and free maintenance.

Providingmetaltubulardelineator(50mmdiaand1.25mmthick)with15cmreflectormadeofheighintensitygraderetroreflectorisedsheetingaroundthepipeattopcoveredwithwiremeshof20cmlengthwithtwonosofsimilarreflectivebandsandbottomfastenerM.S.angleincludingfirmlyfixingthedelineatortothegroundbymeansofCC(M-15)foundationofsize-(25cmx25cmx25cm),25cmbelowgroundtothetruelineandlevelasdirectedbythedeptt.Withsixmonthsreplacement warranty and free maintenance.

Direction and place identification sign upto 0.9sqm size board. Providinganderectingdirectionandplaceidentificationretro-ReflectrorisedsignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideclause801.3fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmfixedonanangleironof25x25x4mmsupportedonamildsteelangleironpost75mmx75mmx6mmfirmlyfixedtothegroundbymeansofproperlydesignfoundationwithM-15gradeCementconcrete45cmx45cmx60cm,60cmbelowgroundlevelasperapproveddrawingandsign.(AlltheSteelworkmust be Tata/Sail/or any other approved brand)

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand), (I) 600mm equilateral triangle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand), (I) 600mm equilateral triangle, (II) 600mm circular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand), (I) 600mm equilateral triangle,, III) 600mm X 600mm square

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, II) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703,, 200 m stone (precast)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., I. Ordinary soil, A. Up to 3 m depth

Prviding brick soling in foundation and under floor with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. a) Brick on flate soling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, A. With crushed stone., (I) P.C.C grade M 10, Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, RCC Grade M-20 Using Concreate mixture

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (b) With TATA make TMT bar

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy soil

M/S. M.P. AGARWALLA