Hirapara Keotpara Manasha Mandir Road

Amount

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m

Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site witha lift upto1.5m and lead upto 50m asperTechnical SpecificationClause302.3(Manual method should be adopted where machines can not be deployed due to site condition)

Excavation for Structures Earth work in excavation for structures as per drawing and technical specifications Clause305.1includingsettingout,constructionofshoringandbracing, removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. Marshy Soil

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling

Constructionof embankment with approved material obtained from borrow pits witha lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulderswith 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 Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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

Water Bound Macadam with Crushable Screenings WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (with an initial Lead of 5.0 Km)

Providing andl aying interlocking concrete block pavement with M40 grade of concrete block shaving thickness 80mm asper technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints (a) 80mm Thick interlocking precast blocks having compressive strength of 40 N/sq.mm .

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm,600mm below ground level as per drawings and Technical Specification Clause 801

Tubular SteelRailingonMediumWeightSteelChannel (ISMCseries)100mmx50 mm Providing,fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels(ISMCseries)100mmx50mm,1.2mhigh above ground, 2mcentre-to-centre, complete as per approved drawings Clause 1706

Construction of load bearing RCC Drain : Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsClause802, 803,1202 & 1203 A)With crushed Stone,P.C.C grade M 10,Nominal mix 1:3:6

Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer :TATA /SAIL/ Esser Steel/Jindal steel/Shyam steel/RINL)in foundation complete as per drawings and technical specifications Clauses1000 and 1202

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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone RCC Grade M 25 i) For height upto 5 m

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

Single Box Culvert: Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete asperdrawingsand technical specifications Clause802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations complete asperdrawingsand technical specifications Clause802, 803, 1202 & 1203 A With crushed Stone R.C.C Grade M20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone PCC Grade 20,Nominal Mix (1:2:4)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone,R.C.C grade M 20,For design mix RCC M 20,a) Height upto 5M

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT(Fe-500D)reinforcement bar. (Other ISI approved TMT reinforcement bar(SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615,710 and 1204.3.11 With Crushed stone

Construction of toe walls for protection of slopes asper drawing and technical specifications Clause 1302.5 I Random rubble masonry in case of stone pitching laid with cement mortar (1:5)

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Fillling in foundation trenches as per drawing and technical specificationClause 305.3.9 I Sand filling

Construction of R.C.C. railing of M25 grade incast-in-situ with 20mm nominal size aggregate, trueto line and grade, tolerance of vertical railing post not to exceed 1 in500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Stone Masonry Retaining Wall: Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

Removal of Unsuitable Soil with Disposal upto 1000 m Removalofunsuitablesoil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsClause802, 803,1202 & 1203 A With crushed Stone, P.C.C grade M 10, Nominal mix 1:3:6

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall,abutement etc. in cement mortar 1;6 without side face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing ,supplying and carriage of stone as directed.

Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy Soil

MAHABAHU BUILD INDIA PRIVATE LIMITED (BID ID -264852)