BOQItem No.HeadCODEDescriptionUnitSoma QuantityFeedBack QuantityBill No. 1: Site clearance and Dismantling1.01Cutting of trees including cutting of trunks, branches and removal of stumps including stacking of serviceable material within a lead of 100 meters and earth filling in the depression/Pit as per Technical clause 2011,01a(a) Girth 300 mm to 600 mmNo1,01b(b) Girth 600 mm to 900 mmNo1,01c(c ) Girth 900 mm to 1800 mmNo1,01d(d) above 1800 mm GirthNo1.02None1.02Clearing and grubbing of road land including uprooting rank vegetation, grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 meters from road boundaryHec1701621.03Dismantling in foundation and/or above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and staking the serviceable material as per Technical Specifications Clause 202(a)1,03aDismantling of reinforced cement concrete for culverts, bridges and other structures as per specificationsCum(b)1,03bDismantling of plain cement concrete (PCC) for rigid pavement,culverts, bridges and other structures as per specificationsCum(c)1,03cDismantling stones pitching / dry stone spallsCum(d)1,03dDismantling brick masonry in cement morterCum(e)None1,03eDismantling existing bitumen coursesCum42005100(f)None1,03fNon-Bituminous base/ Sub-base courseCum1680020400(g)None1,03gKilometre stone including foundation concrete if anyNos8080None5th km stone including foundation concrete if anyNos1616(h)None1,03hHectometer/Boundary stones including foundation concrete if anyNos.400400(i)1,03iPipe/ Guard rails/ Edging Kerbs/Masonry Parapet/ Gutters and Fencing/ Han railingR.M.(j)None1,03jSign BoardsNos7575(k)None1,03kEdging Kerbs & median KerbsR.M.30003000(l)1,03lW type crash barrierR.M.(m)1,03mline drainCum1.04None1.04Removing hume pipes class NP2/NP3 complete as per Clause 202m1001001.05None1.05Coordinating with respective service provider/authorities for cutting of trees, shifting of utilities etc. all as per MORT&H Technical Specification Clause 110.km56561.07Dismantling existing WeepholeNo1.08Dismantling BearingR.M.Bill No. 1: Site clearance and DismantlingBill No. 2 : Earth Work2.01Earth work in excavation necessary for construction of road way in all types of soils and complete as per Technical Specification Clause No.301.Excavation2,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.185595.36185595.362,01bb)Ordinary and soft Soils (material to disposal)Cu.m.2,01cc)Hard rock without blastingCu.m.2,01dd)Hard rock with Controlled balstingCu.m.2,01ee)Hard rock with balsting & DrillingCu.m.2.02Embankment2.02Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305 (with an average distance of transport of xxxxx m)Cu.m.34651882110206.7732.03Embankment2.03Construction of embankment with suitable material obtained from roadway and drainage excavation with all leads and lifts complete as per drawings and Technical Specification Clause Nos. 301 & 305 (with an average distance of transport of xxxxx m)Cu.m.129916.752129916.7522.042.04Construction of embankment with fly ash conforming to Table 1 of IRC:SP:58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200 mm thickness each at OMC, with all lifts and leads complete as specified in IRC:SP:58-2001 and as per drawing and as directed by the engineer (with an average distance of transport of xxxxx m)Cu.m.2.05Subgrade2.05Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum 8% CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.Cu.m.11186941011333.1452.07None2.07Turfing with sods of embankment slopes, verge, earthen shoulders and other locations all complete as per Technical Specification Clause 307.Sq.m.64262.693015565264262.69301556522.08Embankment2.08Earthwork in filling of median / island area with selected earth complete as per Technical Specification Clause 407 with all leads and lifts.Cu.m.2800099202.092.09Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction as per Technical specifications and as directed by the Engineer-in-charge.Cu.m.Bill No. 2 : Earth WorkBill No. 3 : Grannular Sub Base Courses and Base Courses ( Non- Bituminous )3.01GSB3.01Constructing Grannular Sub-base complete as per Technical Specification Clause No 401. Grading-I, Table 400-2.Cu.m.811892.02648793.783753.02WMM3.02Constructing Wet Mix Macadam base complete as per Technical specification Clause No 406.Cu.m.390279.13125358196.599999999Bill No. 3 : Grannular Sub Base Courses and Base Courses ( Non- Bituminous )Bill No. 4 : Bituminous Courses4.01Prime Coat4.01Providing and laying bituminous primer coat over prepared surface of grannular base with bituminous emulsion complete as per Technical Specifications Clause No 502.(Table 500-1)Sqm16691471557426.44.02Tack Coat4.02Providing and laying Tack coat over granular surface with bituminous emulsion all complete as per Technical Specifications Clause 503.(Table 500-2) @ 2.5 kg /10 sq.m.Sqm16691471557426.44.03Tack Coat4.03Providing and laying Tack coat over bituminous courses with Bituminous emulsion all complete as per Technical Specifications Clause 503.(Table 500-2) @ 2.0 kg/10 sq.m.Sqm3110755.52226577.264999994.04DBM4.04Providing and laying Dense Bituminous Macadam course (including profile corrective course) as per Technical Specification Clause No.507.Cu.m.242970.25196565.2277499994.05BC4.05Providing and laying Bituminous Concrete wearing course using refinary Modified Bitumen complete as per Technical Specifications Caluse 509 & 521.Cu.m.114983.03109388.643254.064.06Providing and laying Bituminous Macadam course (including profile corrective course) as per Technical Specification Clause No.504Cu.m.004.074.07Providing and laying Semi Dense Bituminous concrete course (including profile corrective course) as per Technical Specification Clause No.508Cu.m.004.084.08Providing xxx mm thick DLC (M15) for CW as per Technical Specification Clause 601.Cum004.094.09Providing xxx mm thick PQC for CW as per Technical Specification Clause 602.Cum004.1Providing and constructing base course by relaying the existing pavement crust as per Technical Specification including pulverization, adding required materials in desired quantities and compaction4,10a(i) Bituminous coursesqm4,10b(ii) Granular coursesqm4.114.11Milling of existing pavement crustsqm/cmBill No. 4 : Bituminous CoursesBill No. 5 : CulvertsItem NoActivityNoDescri[ptioonUnitQtty5.01Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903CU-Excavation5,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.774975165,01bb)Ordinary and soft Soils (material to disposal)Cu.m.5,01cc)Hard rockCu.m.5.02Providing Plain Cement Concrete M15 for levelling course etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700Cu-155,02aPCC M15 gradeCum4594595,02bShuttering for 5,02aSqm5.03Back Filling5.03Back filling behind abutments, wing walls / retaining walls and return walls with selected granular material of approved quality complete as per drawing and Technical specification Clause 304 & 305.Cum10959109595.04Filter Media5.04Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504.Cum179717965.05Cu-155,05aProviding Plain Cement Concrete M15 for Curtainwalls /toe walls etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700Cum1392795,05ba) Shuttering for 5,05aSqm5.06Providing and laying Plain/Reinforced cement concrete for foundation & substructure complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2200Cu-205,06aPCC M20 gradeCum143214325,06bShuttering for 5,06aSqm5,06cScafolding for 5,06aCumCu-305,06dRCC M 30 gradeCum356435235,06eShuttering for 5,06dSqm5,06fScafolding for 5,06dCumCU-Hysd5,06gProviding, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600MT4013485.07Providing and laying Reinforced cement concrete in superstructure excluding cost steel complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 23005,07aRCC 30Cum5,07bShuttering for 5,07aSqm5,07cScafolding for 5,07aCum5,07dProviding, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600 for 5,07aMT5.08Providing , laying and jointing NP4 (as per IS:458) Hume pipes for culverts, complete as per Technical Specification Section 2900 and IRC Special Publication No.13.None5,08aa) Dia 1200 mm (Internal)LM74745,08bb) Dia 1000 mm (Internal)LMNone5,08cc) Dia 900 mm (Internal)LM118810865.095.09Providing and laying granular material bedding for RCC pipes in culverts with all lifts and leads complete as per drawing and as per MORT&H Technical Specification Clause 2904.cum5.1Weep Holes5.1Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.Nos115511555.115.11Providing and laying Wearing Course comprising of 65mm Bituminois concrete on top of deck slab including cost of tack coat, using modified bitumen meeting the requirements given in table 500-29, laid to the required level and slope after cleaning the surfaceSqmWearing CoatWearing CoatSqm336933695.12Drainage Spouts5.12Providing and fixing drainage spouts complete as per drawing ,Technical Specification Clause 2705.Nos52525.13Cu-155.13Plain Cement Concrete (Grade M15) for levelling course below approach slabs complete as per drawings and Technical Specification Section clause 2704Cum58585.14Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specification Sections 1500,1600 1700 and 2700CumCu-305,14aRCC M30 gradeCum1161155,14bShuttering for 5,14aSqm5,14cScafolding for 5,14aCum5,14dProviding, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600MT5.15Filter Media5.15Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504Cum3063055.16Stone Pitching5.16Providing and laying stone pitching on sloped surfaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification Clause 2504Cum6116105.17Boulder Apron5.17Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503Cum7395265.18Providing and laying PCC filling for protecting bed as per Drawings and Technical Specifications5,18aPCC M10 gradeCumCu-155,18bPCC M15 gradeCum2632635.19Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications5.19a) 20 mm thick compressible fibre boardLM5.25.2Providing and painting with Synthetic enamel paint of approved quality for Culvert nubering, Type of culvert and details of Span arrangement as per IRC:7-1971 and as directed by Engineer.Liter5.21Boulder ApronFlexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.Cum9919915.22FootpathSqm5.23Hand Rail / Crash barrierRm3215.24Tar Paper BearingSqmParapet122Bill No. 5 : CulvertsBillno.6A Minor Bridges6A,01Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and LiftsMinor-Excavation6A,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.22591225916A,01bb)Ordinary and soft Soils (material to disposal)Cu.m.6A,01cc)Soft rockCu.m.6A,02Back Filling6A,02Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.Cum21908219086A,03Filter Media6A,03Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200Cum378837876A,04Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.Minor-156A,04aPCCCum124512456A,04bShuttering for 6A,04aSqm6A,05Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200(Abutment Pile Cap and Pier Pile Cap)6A,05aPCC M20Cum6A,05bShuttering for 6A,05aSqm6A,05cRCC M30Cum6A,05dShuttering for 6A,05cSqm6A,05eScafolding for 6A,05cCum6A,05fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,05cMtMinor-356A,05gRCCM35Cum499249916A,05hShuttering for 6A,05gSqm6A,05iScafolding for 6A,05gCumMinor-Hysd6A,05jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,05gMt5483996A,06Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,22006A,06aPCC M30Cum6A,06bShuttering for 6A,06aSqmMinor-306A,06cRCC M30Cum282216906A,06dShuttering for 6A,06cSqm6A,06eScafolding for 6A,06cCumMinor-Hysd6A,06fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,06cMt311152Minor356A,06gRCCM35Cum113211326A,06hShuttering for 6A,06gSqm6A,06iScafolding for 6A,06gCumMinor-Hysd6A,06jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,06gMt1241026A,07Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006A,07aPCC M30Cum6A,07bShuttering for 6A,07aSqm6A,07cRCC M30Cum6A,07dShuttering for 6A,07cSqm6A,07eScafolding for 6A,07cCum6A,07fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,07cMtMinor356A,07gRCCM35Cum7957946A,07hShuttering for 6A,07gSqm6A,07iScafolding for 6A,07gCumMinor-Hysd6A,07jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,07gMt100956A,08Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,22006A,08aPCC M30Cum6A,08bShuttering for 6A,08aSqm6A,08cRCC M30Cum6A,08dShuttering for 6A,08cSqm6A,08eScafolding for 6A,08cCum6A,08fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,08cMtMinor356A,08gRCCM35Cum5385376A,08hShuttering for 6A,08gSqm6A,08iScafolding for 6A,08gCumMinor-Hysd6A,08jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,08gMt60486A,09Structural Cement concrete for Reinforced cement concrete for PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,22006A,09aPCC M30Cum6A,09bShuttering for 6A,09aSqm6A,09cRCC M30Cum6A,09dShuttering for 6A,09cSqm6A,09eScafolding for 6A,09cCum6A,09fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,09cMtMinor356A,09gRCCM35Cum96956A,09hShuttering for 6A,09gSqm6A,09iScafolding for 6A,09gCumMinor-Hysd6A,09jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,09gMt1196A,10Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,22006A,10aPCC M20Cum6A,10bShuttering for 6A,10aSqm6A,10cRCC M30Cum6A,10dShuttering for 6A,10cSqm6A,10eScafolding for 6A,10cCum6A,10fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,10cMtMinor356A,10gRCCM35Cum264756A,10hShuttering for 6A,10gSqm6A,10iScafolding for 6A,10gCumMinor-Hysd6A,10jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,10gMt2976A,11Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006A,11aPCC M30Cum6A,11bShuttering for 6A,11aSqm6A,11cRCC M30Cum6A,11dShuttering for 6A,11cSqm6A,11eScafolding for 6A,11cCum6A,11fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,11cMtMinor356A,11gRCCM35Cum5945946A,11hShuttering for 6A,11gSqm6A,11iScafolding for 6A,11gCumMinor-Hysd6A,11jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,11gMt75716A,12Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,17006A,12aRCC M30Cum6A,12bShuttering for 6A,12aSqm6A,12cScafolding for 6A,12aCum6A,12dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,12aMtMinor356A,12eRCC M35Cum7207196A,12fShuttering for 6A,12eSqm6A,12gScafolding for 6A,12eCumMinor-Hysd6A,12hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,12eMt1211216A,12iPSC M50Cum6A,12jShuttering for 6A,12iSqm6A,12kScafolding for 6A,12iCum6A,12lHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,12aMt6A,12mHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt6A,13Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,17006A,13aRCC M30Cum6A,13bShuttering for 6A,13aSqm6A,13cScafolding for 6A,13aCum6A,13dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,13aMtMinor356A,13eRCC M35Cum432742566A,13fShuttering for 6A,13eSqm6A,13gScafolding for 6A,13eCumMinor-Hysd6A,13hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,13eMt6065966A,13iPSC M40Cum6A,13jShuttering for 6A,13iSqm6A,13kScafolding for 6A,13iCum6A,13lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt6A,14Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)6A,14aRCC M35 1.0m dia pilesRm6A,14bRCC M35 1.2m dia pilesRm6A,156A,15Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.Wearing Coatwearing coatSqm983668156A,16Drainage Spouts6A,16aProviding and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.Nos1761766A,16bDown take pipeRm6A,17Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.None6A,17aa) Elastomeric bearingsCucm242278424227846A,17bb) Pot bearingsnosNone6A,17cc) Craft Paper / Tap Paper bearingsSqm212211.26A,18Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specificationsNone20 mm thick compressible fibre boardNone6A,18aa) Elastomeric strip seal jointRm2642646A,18bb) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-20 mmRm9969966A,18cc) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-50 mmRm6A,196A,19Providing PCC M15 grade concrete for levelling course under Approach SlabsCum6A,20Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704Minor-306A,20aRCC M30Cum100810086A,20bShuttering for 6A,20aSqm6A,20cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,20aMt6A,21Filter Media6A,21Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504Cum4344346A,22Stone Pitching6A,22Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504Cum8638636A,23Weep Holes6A,23Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.Nos360224206A,24Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6Rm18508636A,24bShuttering for 6A,24aSqm6A,24cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,24aMt6A,256A,25Painting of CD No. and Span arrangement as per Technical specificationsLitre386A,26Boulder Apron6A,26Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503Cum16166A,27Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications6A,27aPCC M10 gradeCum6A,27bPCC M15 gradeCum6A,28Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical SpecificationsCum6A,28aRCCCum6A,28bShuttering for 6A,28aSqm6A,28cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6A,18aMt6A,296A,29Provision for River Training works at Minor BridgesLs6A,30Pile load test on single vertical pile in accordance with IS:2911 (Part IV)6A,30aa) Initial and routine load testMT6A,30bb) Lateral load testMT6A,31Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC6A,31ai) Depth between 0 m to 10 mLM6A,31bii) Depth between 10 m to 20 mLM6A,31ciii) Depth between 20 m to 30 mLM6A,32Hand-railing (cast-in-situ)LM6A,33Construction of Reinforced Earth structures includingSqm6A,34FootpathSqmmedianSqmProviding boulder apron complete as per drawings and Technical Specifications Section 2500CumMinor-306A,35aStemCum1690Minor-Hysd6A,35bHYSD Steel ReinforcementMt186Billno.6A Minor BridgesBillno.6B Major Bridges6B,01Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and LiftsMajor-Excavtion6B,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.529022486B,01bb)Ordinary and soft Soils (material to disposal)Cu.m.794397FO-Excavtion6B,01cc) Soft rockCu.m.06B,02Back Filling6B,02Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.Cum547827386B,03Filter Media6B,03Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200Cum8124056B,04Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.0Major-156B,04aPCCCum2761386B,04bShuttering for 6B,04aSqm06B,05Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 220006B,05aPCC M30Cum06B,05bShuttering for 6B,05aSqm06B,05cRCC M30Cum06B,05dShuttering for 6B,05cSqm06B,05eScafolding for 6B,05cCum06B,05fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,05cMt0Major 356B,05gRCCM35Cum14587296B,05hShuttering for 6B,05gSqm06B,05iScafolding for 6B,05gCum0Major-Hysd6B,05jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,05gMt162596B,06Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,220006B,06BPCC M30Cum06B,06bShuttering for 6B,06BSqm0Major306B,06cRCC M30Cum1096547.646B,06dShuttering for 6B,06cSqm06B,06eScafolding for 6B,06cCum0Major-Hysd6B,06fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,06cMt10050Major 356B,06gRCCM35Cum17208606B,06hShuttering for 6B,06gSqm06B,06iScafolding for 6B,06gCum0Major-Hysd6B,06jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,06gMt58246B,07Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,220006B,07aPCC M30Cum06B,07bShuttering for 6B,07aSqm06B,07cRCC M30Cum06B,07dShuttering for 6B,07cSqm06B,07eScafolding for 6B,07cCum06B,07fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,07cMt0Major 356B,07gRCCM35Cum4862436B,07hShuttering for 6B,07gSqm06B,07iScafolding for 6B,07gCum0Major-Hysd6B,07jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,07gMt62306B,08Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,220006B,08aPCC M30Cum06B,08bShuttering for 6B,08aSqm06B,08cRCC M30Cum06B,08dShuttering for 6B,08cSqm06B,08eScafolding for 6B,08cCum06B,08fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,08cMt0Major 356B,08gRCCM35Cum108546B,08hShuttering for 6B,08gSqm06B,08iScafolding for 6B,08gCum0Major-Hysd6B,08jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,08gMt1256B,09Structural Cement concrete for Reinforced cement concrete for PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,220006B,09aPCC M30Cum06B,09bShuttering for 6B,09aSqm06B,09cRCC M30Cum06B,09dShuttering for 6B,09cSqm06B,09eScafolding for 6B,09cCum06B,09fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,09cMt0Major 356B,09gRCCM35Cum26136B,09hShuttering for 6B,09gSqm06B,09iScafolding for 6B,09gCum0Major-Hysd6B,09jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,09gMt426B,10Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,220006B,10aPCC M30Cum06B,10bShuttering for 6B,10aSqm06B,10cRCC M30Cum06B,10dShuttering for 6B,10cSqm06B,10eScafolding for 6B,10cCum06B,10fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,10cMt0Major 356B,10gRCCM35Cum3321666B,10hShuttering for 6B,10gSqm06B,10iScafolding for 6B,10gCum0Major-Hysd6B,10jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,10gMt38156B,11Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,220006B,11aPCC M30Cum06B,11bShuttering for 6B,11aSqm06B,11cRCC M30Cum06B,11dShuttering for 6B,11cSqm06B,11eScafolding for 6B,11cCum06B,11fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6B,11cMt0Major 356B,11gRCCM35Cum4862436B,11hShuttering for 6B,11gSqm06B,11iScafolding for 6B,11gCum0Major-Hysd6B,11jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,11gMt60306B,12Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,170006B,12aRCC M30Cum06B,12bShuttering for 6B,12aSqm06B,12cScafolding for 6B,12aCum06B,12dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,12aMt0Major 356B,12eRCC M35Cum6283146B,12fShuttering for 6B,12eSqm06B,12gScafolding for 6B,12eCum0Major-Hysd6B,12hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,12eMt120606B,12iPSC M45Cum06B,12jShuttering for 6B,12iSqm06B,12kScafolding for 6B,12iCum0HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,12eMt06B,12lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt06B,13Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,170006B,13aRCC M30Cum06B,13bShuttering for 6B,13aSqm06B,13cScafolding for 6B,13aCum06B,13dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,13aMt0Major 356B,13eRCC M35Cum10145066B,13fShuttering for 6B,13eSqm06B,13gScafolding for 6B,13eCum0Major-Hysd6B,13hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,13eMt112566B,13iPSC M45Cum06B,13jShuttering for 6B,13iSqm06B,13kScafolding for 6B,13iCum0HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,12eMt06B,13lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt06B,14Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)06B,14aRCC M35 1.0m dia pilesRm06B,14bRCC M35 1.2m dia pilesRm06B,15Wearing Coat6B,15Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.Sqm285613606B,16Drainage Spouts6B,16Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.Nos28146B,17Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.0None6B,17aa) Elastomeric bearingsCC7454723727366B,17bb) Pot bearingsTon06B,17cc) Craft Paper / Tap Paper bearingsRm06B,18Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications06B,18aa) Filler joint / mastic PadRm0None6B,18bb) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-20 mmRm2601306B,18cc) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-50 mmRm06B,196B,19Providing PCC M15 grade concrete for levelling course under Approach SlabsCum06B,20Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 27040Major 356B,20aRCC M30Cum56286B,20bShuttering for 6B,20aSqm06B,20cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,20aMt66B,21Filter Media6B,21Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504Cum116586B,22Stone Pitching6B,22Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504Cum2321156B,23Weep Holes6B,23Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.Nos6903456B,24Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6Rm5446B,24aRCCCum06B,24bShuttering for 6B,24aSqm0Major-Hysd6B,24cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,24aMt186B,256B,25Painting of CD No. and Span arrangement as per Technical specificationsNos26B,266B,26Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503Cum4022016B,27Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications06B,27aPCC M10 gradeCum06B,27bPCC M15 gradeCum06B,28Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical SpecificationsCum06B,28aRCCCum06B,28bShuttering for 6B,28aSqm06B,28cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,18aMt06B,296B,29Provision for River Training works at Minor BridgesLs06B,30Pile load test on single vertical pile in accordance with IS:2911 (Part IV)06B,30aa) Initial and routine load testnos06B,30bb) Lateral load testnos06B,31Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC06B,31ai) Depth between 0 m to 10 mLM06B,31bii) Depth between 10 m to 20 mLM06B,31ciii) Depth between 20 m to 30 mLM0Major 30Return wallCum1096Major-HysdHYSD STEELMt1226B,32RE WallSqm06B,33Foot PathFootpathSqm816408Providing, fabricating and laying in position cutting edge for well foundations comprising of steel sections and plates (structural steel) complete as per drawings and Technical Specifications Clause No. 1204, 1214, 1215 and section 19000Providing and laying in position Reinforced Cement Concrete in well curbs complete as per drawings and Technical Specifications Clause No. 1205, 1214, 1215, Section 1500 and 17000TMT STEEL0Providing and laying in position Plain Cement Concrete / Reinforced Cement Concrete in well steining complete as per drawings and Technical Specifications Clause No. 1206, 1214, 1215, Section 1500 and 17000TMT STEEL0Sinking of well foundations upto different levels within the permissible limits of tilt and shift including dredging, disposal of dredged material as directed, dewatering to the extent permitted by the Engineer, drop chiseling as may be necessary, sinking010.0 m dia. Well0In soil0(i) 0 - 10 m depthLm0(ii) 10 - 20 m depthLm0(iii) 20 - 30 m depthLm0Providing and laying Plain Cement Concrete grade M 25 in Bottom Plug complete as per drawings and Technical Specifications Clause 1208, 1214, 1215 and Section 17000Providing and laying Plain Cement Concrete grade M 25 in Intermediate Plug complete as per drawings and Technical Specifications Clause 1208, 1214, 1215 and Section 17000Providing and laying Plain Cement Concrete grade M 25 in Top Plug complete as per drawings and Technical Specifications Clause 1208, 1214, 1215 and Section 17000Sand filling in well complete as per drawings and Technical Specifications Sections 12000Providing and laying in position Reinforced Cement Concrete grade M 35 in well cap including construction of false steining and dismantling of extruding false steining above well cap if any, complete as per drawings and Technical Specifications Clause 1210TMT STEELBillno.6B Major BridgesBill No. 6C : Flyovers , ROB, RUB6C,01Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304FO-Excavation6C,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.11840106416C,01bb)Ordinary and soft Soils (material to disposal)Cu.m.6C,01cc)Soft rockCu.m.6C,026C,02Providing back filling behind abutments and RE walls, with ordinary grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.cu.m.6C,036C,03Providing back filling behind abutments and RE walls, with selected imported grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.cu.m.6C,04Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.FO-156C,04aPCC M 15 grade for levelling coursecu.m.8016466C,04bShutteringSqm6C,05Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200(Abutment Pile Cap and Pier Pile Cap)FO306C,05aRCC M30 gradecu.m.995667266C,05bShutteringSqmFO-Hysd6C,05cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600.MT338712296C,06Bored cast in situ M 30 grade RCC Pile excluding reinforcement, including socketting the piles in soft / hard rock as per drawing,Technical specifications clause 1100 & 1700 (including initial and routine load tests)6C,06a1.0 m dia pileRmFO Pile6C,06b1.2 m dia pileRm17400113606C,07Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,22006C,07BPCC M30Cum6C,07bShuttering for 6C,07BSqm6C,07cRCC M30Cum6C,07dShuttering for 6C,07cSqm6C,07eScafolding for 6C,07cCum6C,07fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,07cMtFO356C,07gRCCM35Cum420242026C,07hShuttering for 6C,07gSqm6C,07iScafolding for 6C,07gCumFO-Hysd6C,07jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,07gMt3012196C,08Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006C,08aPCC M30Cum6C,08bShuttering for 6C,08aSqm6C,08cRCC M30Cum6C,08dShuttering for 6C,08cSqm6C,08eScafolding for 6C,08cCum6C,08fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,08cMtFO356C,08gRCCM35Cum9009006C,08hShuttering for 6C,08gSqm6C,08iScafolding for 6C,08gCumFO-Hysd6C,08jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,08gMt1131086C,09Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,22006C,09aPCC M30Cum6C,09bShuttering for 6C,09aSqm6C,09cRCC M30Cum6C,09dShuttering for 6C,09cSqm6C,09eScafolding for 6C,09cCum6C,09fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,09cMtFO356C,09gRCCM35Cum6375316C,09hShuttering for 6C,09gSqm6C,09iScafolding for 6C,09gCumFO-Hysd6C,09jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,09gMt108486C,10Structural Cement concrete for Reinforced cement concrete for PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,22006C,10aPCC M30Cum6C,10bShuttering for 6C,10aSqm6C,10cRCC M30Cum6C,10dShuttering for 6C,10cSqm6C,10eScafolding for 6C,10cCum6C,10fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,10cMtFO356C,10gRCCM35Cum1351346C,10hShuttering for 6C,10gSqm6C,10iScafolding for 6C,10gCumFO-Hysd6C,10jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,10gMt15126C,11Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,22006C,11aPCC M30Cum6C,11bShuttering for 6C,11aSqm6C,11cRCC M30Cum6C,11dShuttering for 6C,11cSqm6C,11eScafolding for 6C,11cCum6C,11fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,11cMtFO356C,11gRCCM35Cum352826786C,11hShuttering for 6C,11gSqm6C,11iScafolding for 6C,11gCumFO-Hysd6C,11jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,11gMt3882416C,12Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006C,12aPCC M30Cum6C,12bShuttering for 6C,12aSqm6C,12cRCC M30Cum6C,12dShuttering for 6C,12cSqm6C,12eScafolding for 6C,12cCum6C,12fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6C,12cMtFO356C,12gRCCM35Cum229518766C,12hShuttering for 6C,12gSqm6C,12iScafolding for 6C,12gCumFO-Hysd6C,12jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,12gMt2872256C,13Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,17006C,13aRCC M30Cum6C,13bShuttering for 6C,13aSqm6C,13cScafolding for 6C,13aCum6C,13dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,13aMtFO356C,13eRCC M35Cum2216C,13fShuttering for 6C,13eSqm6C,13gScafolding for 6C,13eCumFO-Hysd6C,13hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,13eMt23FO456C,13iPSC M 45Cum18430165866C,13jShuttering for 6C,13iSqm6C,13kScafolding for 6C,13iCumFO-HysdHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,13eMt25802171FO HT Steel6C,13lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt9228296C,14Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,17006C,14aRCC M30Cum6C,14bShuttering for 6C,14aSqm6C,14cScafolding for 6C,14aCum6C,14dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,14aMtFO356C,14eRCC M35Cum756375636C,14fShuttering for 6C,14eSqm6C,14gScafolding for 6C,14eCumFO-Hysd6C,14hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,14eMt105910596C,14iPSC M45Cum6C,14jShuttering for 6C,14iSqm6C,14kScafolding for 6C,14iCumHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,13eMt6C,14lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt6C,106C,10Bituminous Concrete Wearing Course of total 62 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 12 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.Wearing Coatwearing coatSqm27205261866C,11Drainage Spouts6C,11Providing and fixing drainage spouts complete as per drawing ,Technical Specificationclauses 2705.No897897NoneDown take pipeRm4484486C,12Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.6C,12aa) Elastomeric bearingsCCNone6C,12bb)Pot/PTFE (250 T-1426Nos.+350 T-32 Nos.)nos7007006C,13Providing and fixing expansion joints complete as per drawing and Technical specification and confirming to MORT&H modified interim specifications as per clause 2609 and 2610.)a) Elastomeric strip seal jointLMNone6C,13a) Expansion joint complete as per drawing and Technical specification for+/-20 mmLM130913096C,14Plain Cement Concrete (Grade M15) for levelling course below approach slabs complete as per drawings and Technical Specification Sections 2700.FO-156C,14PCC M 15 gradeCum6C,15Providing Reinforced Cement Concrete M 30 grade in approach slabs complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704FO306C,15aRCC M 30 gradeCum5005006C,15bshuttering for 6C,18aCum6C,15cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,18aMt376C,166C,16Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.Nos6C,176C,17Painting of Flyover No. and span arrangement as per drawing and Technical specifications clause no 800.nos226C,186C,18Providing Reinforced earth retaining wall for approaches and ramps as per Techincal specification 3100 and additional specifications A-14sqm6C,19FO40Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6Cum147996C,19aRCCCum6C,19bshuttering for 6C,22aCumFO-Hysd6C,19cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,22aMt8116C,206C,20Providing floor finishes complete as per drawings and technical specificationsSqm6C,216C,21Providing roofing complete as per drawings and technical specificationsRm6C,226C,22Filter media behind MSE walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200Cum6C,236C,23Providing precast steps complete as per drawings and technical specificationsRm6C,246C,24Structural steel6C,256C,25Construction of embankment with Reinforced EarthCum6A,31Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC 78-19816A,31ai) Depth between 0 m to 10 mLM6A,31bii) Depth between 10 m to 20 mLM6A,31ciii) Depth between 20 m to 30 mLM6A,32Hand RaillingHand-railing (cast-in-situ)LM234823486A,34Foot PathFootpathSqm35743574Bill No. 6C : Flyovers , ROB, RUBBill No. 6D : VUP6D,01Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304VUP-Excavation6D,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.10284102836D,01bb)Ordinary and soft Soils (material to disposal)Cu.m.6D,01cc)Soft rockCu.m.6D,02Embankment6D,02Providing back filling behind abutments and RE walls, with ordinary grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.cu.m.109810986D,03Embankment6D,03Providing back filling behind abutments and RE walls, with selected imported grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.cu.m.1101096D,04Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.VUP-156D,04aPCC M 15 grade for levelling coursecu.m.5525516D,04bShutteringSqm6D,05Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200VUP306D,05aRCC M30 grade Opencu.m.588154726D,05bShutteringSqmVUP-Hysd6D,05cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600.MT21449336D,06Bored cast in situ M 30 grade RCC Pile excluding reinforcement, including socketting the piles in soft / hard rock as per drawing,Technical specifications clause 1100 & 1700 (including initial and routine load tests)6D,06a1.0 m dia pileRmVUP Pile6D,06b1.2 m dia pileRm1200080006D,07Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,22006D,07BPCC M30Cum6D,07bShuttering for 6D,07BSqmVUP306D,07cRCC M30Cum13564096D,07dShuttering for 6D,07cSqm6D,07eScafolding for 6D,07cCumVUP-Hysd6D,07fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,07cMt15041VUP356D,07gRCCM35Cum135613566D,07hShuttering for 6D,07gSqm6D,07iScafolding for 6D,07gCumVUP-Hysd6D,07jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,07gMt1221226D,08Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006D,08aPCC M30Cum6D,08bShuttering for 6D,08aSqm6D,08cRCC M30Cum6D,08dShuttering for 6D,08cSqm6D,08eScafolding for 6D,08cCum6D,08fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,08cMtVUP356D,08gRCCM35Cum4704706D,08hShuttering for 6D,08gSqm6D,08iScafolding for 6D,08gCumVUP-Hysd6D,08jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,08gMt59566D,09Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,22006D,09aPCC M30Cum6D,09bShuttering for 6D,09aSqm6D,09cRCC M30Cum6D,09dShuttering for 6D,09cSqm6D,09eScafolding for 6D,09cCum6D,09fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,09cMtVUP356D,09gRCCM35Cum3853846D,09hShuttering for 6D,09gSqm6D,09iScafolding for 6D,09gCumVUP-Hysd6D,09jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,09gMt43356D,10Structural Cement concrete for Reinforced cement concrete for PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,22006D,10aPCC M30Cum6D,10bShuttering for 6D,10aSqm6D,10cRCC M30Cum6D,10dShuttering for 6D,10cSqm6D,10eScafolding for 6D,10cCum6D,10fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,10cMtVUP356D,10gRCCM35Cum93926D,10hShuttering for 6D,10gSqm6D,10iScafolding for 6D,10gCumVUP-Hysd6D,10jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,10gMt1186D,11Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,22006D,11aPCC M30Cum6D,11bShuttering for 6D,11aSqm6D,11cRCC M30Cum6D,11dShuttering for 6D,11cSqm6D,11eScafolding for 6D,11cCum6D,11fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,11cMtVUP356D,11gRCCM35Cum135613566D,11hShuttering for 6D,11gSqm6D,11iScafolding for 6D,11gCumVUP-Hysd6D,11jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,11gMt1501226D,12Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,22006D,12aPCC M30Cum6D,12bShuttering for 6D,12aSqm6D,12cRCC M30Cum6D,12dShuttering for 6D,12cSqm6D,12eScafolding for 6D,12cCum6D,12fHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6D,12cMtVUP356D,12gRCCM35Cum110011006D,12hShuttering for 6D,12gSqm6D,12iScafolding for 6D,12gCumVUP-Hysd6D,12jHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,12gMt1381326D,13Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,17006D,13aRCC M30Cum6D,13bShuttering for 6D,13aSqm6D,13cScafolding for 6D,13aCum6D,13dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13aMtVUP356D,13eRCC M35Cum4284276D,13fShuttering for 6D,13eSqm6D,13gScafolding for 6D,13eCumVUP-Hysd6D,13hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13eMt7373VUP456D,13iPSC M 45Cum303130316D,13jShuttering for 6D,13iSqm6D,13kScafolding for 6D,13iCumVUP-HysdHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13eMt425425VUP- HT Steel6D,13lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt1521526D,14Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,17006D,14aRCC M30Cum6D,14bShuttering for 6D,14aSqm6D,14cScafolding for 6D,14aCum6D,14dHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14aMtVUP356D,14eRCC M35Cum412241226D,14fShuttering for 6D,14eSqm6D,14gScafolding for 6D,14eCumVUP-Hysd6D,14hHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14eMt5785776D,14iPSC M45Cum6D,14jShuttering for 6D,14iSqm6D,14kScafolding for 6D,14iCumHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13eMt6D,14lHT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009Mt6D,106D,10Bituminous Concrete Wearing Course of total 62 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 12 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.SqmWearing Coatwearing coatSqm12879128796D,11Drainage Spouts6D,11Providing and fixing drainage spouts complete as per drawing ,Technical Specificationclauses 2705.No240240NoneDown take pipeRm1201206D,12Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.None6D,12aa) Elastomeric bearingsCC55488005548800None6D,12bb)Pot/PTFEtonne1601606D,13Providing and fixing expansion joints complete as per drawing and Technical specification and confirming to MORT&H modified interim specifications as per clause 2609 and 2610.)a) Elastomeric strip seal jointLMNone6D,13b) Expansion joint complete as per drawing and Technical specification for+/-20 mmLM108010806D,14Plain Cement Concrete (Grade M15) for levelling course below approach slabs complete as per drawings and Technical Specification Sections 2700.VUP156D,14PCC M 15 gradeCum996D,15Providing Reinforced Cement Concrete M 30 grade in approach slabs complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704VUP306D,15aRCC M 30 gradeCum5855856D,15bshuttering for 6D,18aCum6D,15cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,18aMt636D,16Weep Holes6D,16Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.Nos21126D,176D,17Painting of Flyover No. and span arrangement as per drawing and Technical specifications clause no 800.Litre6D,186D,18Providing Reinforced earth retaining wall for approaches and ramps as per Techincal specification 3100 and additional specifications A-14Without crash barrier and friction slabsqmWith crash barrier and friction slabSqm6D,19Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6Rm36246D,19aRCCCum6D,19bshuttering for 6D,22aCum6D,19cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,22aMt6D,206D,20Providing floor finishes complete as per drawings and technical specificationsSqm6D,216D,21Providing roofing complete as per drawings and technical specificationsRm6D,226D,22Filter media behind MSE walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200Cum6D,236D,23Providing precast steps complete as per drawings and technical specificationsRm6D,246D,24Structural steel6D,256D,25Construction of embankment with Reinforced EarthCum6A,31Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC 78-19816A,31ai) Depth between 0 m to 10 mLM6A,31bii) Depth between 10 m to 20 mLM6A,31ciii) Depth between 20 m to 30 mLM6A,32Hand-railing (cast-in-situ)LM6A,34FootpathSqmNoneProviding 20 mm thick plastering to masonry with cement mortar 1:4 including providing and removing scaffolding rounding of all corners wherever required, smooth rendering, etc., complete as per drawing and specification with all lifts and leads.Sqm307307NonePainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.Sqm307307FootpathSqm1800Bill No. 6D : VUPBillno.7 Repair and Rehabilitation of bridges and culverts7.01None7.01Dismantling of existing cement concrete wearing coat including bituminous overlay, expansion joints and drainage spouts manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per MoRT&H Technical specifications clause 2809Sqm.15007.02None7.02Dismantling, removal and disposal of existing concrete, reinforced concrete in railings, ( including pipes if any) kerbs, footpath slab concrete in wing walls/ return walls, piers and abutments etc. including cutting, separating and cleaning of reinforcement and preparation of surface to receive concrete for crash barrier complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per MoRT&H technical specification clause 2809cum11257.03None7.03Dismantling, removal and disposal of existing brick/stone masonry in wing walls / returns, parapet etc. with all lifts and leads complete as per drawing and as per MoRT&H technical specifications 202cum10007.047.04Providing 20 mm dia., 150 mm deep, dowel holes in deck slab at locations of parapet and expansion joints including with epoxy resin with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications 2800.No.07.05None7.05Providing and laying over existing deck surface, bituminous concrete wearing coat of minimum 15 mm thickness at edge and with bi- directional or uni-directional slope over 12 mm thick mastic asphalt with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications clause 509,515 & 2702sqm8007.067.06Providing M-30 grade cement concrete parapet including reinforcement, welding to existing reinforcement of deck slab and dowel bars, hand railing complete, excluding drilling of dowel holes and epoxy grouting thereof, with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications 1500,1600&17007.077.07a) With footpathLM7.087.08b) Without footpathLM7.097.09Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm with all lifts and leads complete as per drawing and as per MoRT&H technical specification clause 2600m7.17.1Cleaning and making of expansion joint as per technical specification and direction of engineer in charge complete as per MoRT&H Technical specificationsm7.11None7.11Providing and fixing drainage spouts complete including sealing with approved water proofing material area around the spout with al lifts and leads complete as per drawing and as per MoRT&H Technical specifications 2705No.207.12None7.12General cleaning of drainage spouts complete including sealing with approved water proofing material area around the spout with al lifts and leads complete as per drawing and as per MoRT&H Technical specifications 2705No.2307.137.13General cleaning and greasing of Bearing complete as MoRT&H Technical specifications/ direction of Engineer-in-chargeNo.7.14None7.14Chipping of loose & leached concrete to expose reinforcement till sound concrete is reached, including cleaning the surface with high pressure sand blasting or water jet etc with all lifts and leads complete as per MoRT&H Technical specificationscum757.15None7.15Repair to leached, honeycombed, palled concrete with average 20 mm thick polymer modified cementitious mortar including cleaning of exposed reinforcement if any with all lifts and leads complete as per MoRT&H technical specifications 2804Sqm.2007.167.16Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy upto 50 mm thick with all lifts and leads complete as per MoRT&H technical specifications clause 2807Sqm.7.177.17Repair to void in arches with polymer modified cementitious mortar with all lifts and leads complete as per MoRT&HTechnical specifications.Sqm.7.18None7.18Sealing of cracks in concrete in pier/abutment, caps, slabs, girders, pedestal walls etc. with epoxy resin injection with all lifts and leads complete as per MoRT&H Technical specifications 2803kg2507.19None7.19Sealing of cracks in masonry structures in arches, wing walls/ return walls, piers and abutments with cement grout injections with all lifts and leads complete as per MoRT&H Technical specifications 2806kg507.2None7.2Cleaning and removing of all debris from pier caps, abutment caps and around bearings of existing bridges including provision of access platform/scaffolding with all lifts and leads complete as per MoRT&H Technical specificationsNo.307.21None7.21Providing and applying 1:3 cement sand mortar 20 mm thick in 2 layers on exposed surface of masonry of existing wing walls/return walls, abutments, piers etc. including of all existing plaster with all lifts and leads complete as per MoRT&H technical specifications 1300&2200Sqm.457.22None7.22Dismantling existing side slope stone pitching with all lifts and leads complete as per MoRT & H Technical specification clause 202.cum3207.23None7.23Raking out & cleaning existing mortar joints in SSM/CRM and replacing the same with CM 1:3 with all lifts and leads complete as per MoRT&H technical specifications 1300Sqm.457.24None7.24Providing applying epoxy for bonding of old concrete with new concrete as MoRT&H Technical specifications 2805Sqm.125RehabLs1Billno.7 Repair and Rehabilitation of bridges and culvertsBill No. 8 : Maintenance of roads During Construction8.01None8.01Carrying out repairs to pot holes and patching to existing Bituminous carriageway surfacing using semi dense bituminous concrete with all lifts and leads complete as per MoRT&H technical specification clause 3004 and as per the direction of engineer.Sq.m476008.02Tack Coat8.02Providing and applying tack coat with bituminous emulsion at the rate of 0.2 kg per sqm with all lifts and leads complete as per MoRT&H technical specification clause 503.sqm476008.038.03Providing and laying renewal coat with semi dense bituminous concrete of 25mm thick with all lifts and leads complete as per MoRT&H technical specification 508 clause.CumBill No. 8 : Maintenance of RoadsBill no 9 : Drainage and Protective Works9.01Earthwork in excavation for all types of soil for road side drains and retaining walls to the requied line and grade complete as per drawing and Technical Specification Clause 309Drain-Excavation9,01aa)Ordinary and soft Soils (material to be used in embankments)Cu.m.564261127488.99,01bb)Ordinary and soft Soils (material to disposal)Cu.m.9,01cc)Hard rockCu.m.9.02Drain-159.02Providing Plain Cement Concrete M15 in foundation, of drain and retainingwall including cost of all materials, labour, mixing transportation, placing, vibration,curing etc as per Technical Specification Sections 1400, 1700cum28815288159.03Providing reinforced Cement Concrete M25 in foundation,top and sides of drain and retainingwall including centering and shuttering, vibration,curing etc as per Technical Specification Sections 1500, 1700Drain 259,03aRCC M 25 gradeCum135628139837.59,03bShuttering for 9,03aCumDrain-Hysd9,03cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 9,03aMt67826991.8759.049.04Supplying and fixing of cast iron grating of size 100mm x 200mm in covered drain and for entry of water at junction as per Technical Specification Clause 309.No9.05Weep Holes9.05Providing and fixing weep holes as per drawing and Technical Specifications Clause 2706No45249.645249.69.069.06Construction of reinforced cement concrete M-15 graded inlet Chamber / catch Pit / Gully Pit with GI bar grating including reinforcement etc. complete as per drawing and Technical Specification Sections 1500, 1600, 1700 & 1900.No9.079.07Providing Man holes in median in super elevated zones (including inlet arrangements, 600mm dia. Pipe connecting to out let with bedding and outfall protection works, head walls etc.) as per drawingNos.9.089.08Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specificationscum009.09Providing NP-4 RCC pipe including laying, backfilling complete as per drawings and Technical Specification Clause 309 and Section 2900.9,09a250 mm internal diaRm9,09b350 mm internal diaRm9.19.1Providing 75mm dia PVC pipe including laying, backfilling complete as per drawings and Technical Specification Clause 309 and Section 2900.Rm9.119.11Providing and laying stone pitching on embankment slopes for earth protection complete as per Technical Specification Clause 2504.cum9.129.12Providing and laying filter media underneath stone pitching complete as per drawings and Technical Specification Clause 2504.cum9.139.13Providing ruled pointing in 1:3 Cement Sand mortar in coursed rubble masonry complete as per Technical Specification Clauses 1312 and 1405.sqm9.149.14Providing and laying pipe duct, 100 mm dia as utility duct and pipe drain complete as per drawings and Technical Specification.Rm9.159.15Providing 100mm diameter PVC pipe for weep holes in retaining wall complete as per Technical Specification Clause 2706.Rm9.169.16aProviding chute drain at slopes at high embankment reachesRm9.16bEnergy dissipation chamberNo9.17None9.17aRain water harvesting drainNo2242249.18Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6Drain 409.18aRCCCum984898489.18bshuttering for 9,18aCum9.18cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 9,18aMt9.19Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical SpecificationsCrash Barrier9.19aRCCRm36959269789.19bShuttering for 9,19aSqm9.19cHYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 9,19aMt9.2Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100.Facia Panels9.20a(i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per Technical specification.sqm1215801026869.20b(ii) select fill in the reinforcing zone behind RE wallcumBill No 9 : Drainage and Protective WorksBill No. 10: Traffic signs, Road markings and other road appurtunences10.01Providing Plain Cement Concrete of M20 grade for Kerbs including form work , machinery, labour , material and all leads and lifts etc. complete as per drawing and Technical Specification Sections 408 1500, 1700Kerb10,01aa) For KerbsLM2618462150010,01bb) Foundation kerbs(M10 grade)10.02Supplying and fixing at site retro-reflectorised type sign boards/ signs made of encapsulated lense type of reflective sheeting fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes / angles / posts etc., all complete as per drawing and Technical Specification Clause 801a)Informatory signsNone10,02a(i) Advance direction, (size 1200 x 1500 mm) including letteringNo.120120None10,02b(ii) Direction including lettering ( size 450 x 900 mm)No.120120None10,02c(iii) Place identification including letteringNo.115115None10,02d(iv) NH & SH Route Markers ( size 450 mm x 600 mm )No.5050None10,02e(v) Facility Information signs (800 mm x 600 mm)No.600600b)None10,02fCautionary/ Warning signs ( 900 mm Eq. triangle)No.750750c)None10,02gMandatory / Regulatory sign ( Stop sign)No.15015010.03Supply and fixing overhead sign complete as shown in drawings, as per Technical Specification Clause 802, and as directed by the Engineer.None10,03aa) Cantilever type overhead signNo.4410,03bb)Portal mounted overhead signNo.10.04Pavement marking with hot applied thermoplastic compound materials for road markings with surface application of glass beads at specified rate complete as per drawing or directed by the Engineer and Technical Specification Clause 803 for 2.5 mm thickness of marking and consisting of:None10,04aa) Lane, Centre line, Edge and other marking along stripsSq.m86301.33648966.666666666710,04b(b) Diagonal and Chevron markingSq.m10,04c(c) STOP, Stop Lines, Pedestrian marking, etc.Sq.mNone10,04dd) Directional arrowsNo.10010010.05Providing and fixing Reinforced Cement Concrete M15- Grade Stones including excavation, foundation concrete and reinfrocement , inscriptions etc., all complete as per drawing and Technical Specification Clause No.804.None10,05aa) Boundary StonesNo.560500None10,05bb) 5th km. StonesNo.22.420None10,05cc) Km.stonesNo.89.680None10,05dd) Hectometer stonesNo.22420010.0610.06Providing and fixing guard posts as per drawing and directed by the engineerNo.10.07Providing and fixing retro-reflectorised road indicators complete as per drawing and Technical Specification Clause 805None10,07aa) Cluster of Red ReflectorNo.5050None10,07bb) One way hazard markerNo.6060None10,07cc) Two way hazard markerNo.6060None10,07dd) Object hazard markerNo.4545None10,07ee)Road way delineatorNo.600600None10,07ff) Raised pavement marker ( Road studs / cat eyes)No.1000100010.08None10.08Blinkers signalNo.252510.0910.09speed breakers with rumble stripsNo.10.1None10.1Painting median and footpath Kerbs in alternate bands of 500 mm wide in white and Black as per drawing and Technical SpecificationSq.m799005600010.11None10.11Movable crash barrier ( New Jercy type) at Existing median openingsL.M.198021980210.12None10.12Providing and erecting " W " metal beam crash barrier complete as per drawing and as approved by Engineer and Technical Specification Clause 810L.M.900248184010.13None10.13Providing pedestrian guard rails and safety barriersL.M.832408324010.14None10.14M. S RailingL.M.253402534010.15Supply & fixing tubular gantry mounted overhead/ cantilever signs as per IRC: 67-2001 including thorough descaling, cleaning, priming and painting with two coats of epoxy paint (other than reflective portion), back side painted with gray colour, post above ground in black and white alternate bands & post below ground with three coats of red lead paint as per Technical Specification Clauses 801 and 802.10,15a(i) Erection of overhead gantry/ cantilever structure as per drawing including steel work in trusses, steel tubes, cutting, fixing in position with welding and bolted complete .MT10,15b(ii) Sign board made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade retro-reflective sheeting fixed on iron frame as per drawing with additional bracing at every 600 mm c/c if any dimension exceeds 1200mm.sqm10.16Providing and fixing road delineators complete as per drawings and Technical Specification Clause 805.10,16a(i) Triangular object marker 300mm equilateral triangle containing cluster of red reflector on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 650 mm above ground levelNo.10,16b(ii) Rectangular hazard marker 900mm x 300mm containing black and yellow zebra strips on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 600 mm above ground levelNo.10,16c(iii) Roadway Indicator 1000mm high made by 100mm square MS pipe containing rectangular reflector of 120mm x 80mm and alternate white and black bands of 150mm including coverage of reflector by 150mm high wire meshNo.10.1710.17Supplying, fixing and erecting steel bar railing duly painted in separator/ median complete as per drawing and Technical Specification Clause 304, 808 and Sections 1000, 1500, 1700 and 1900.Rm10.1810.18Providing and fixing 25mm thick M 20 grade plain cement concrete precast chequered tiles as footpath/ separator over 25mm thick M 15 grade base bedded over 150mm thick granular sub-base complete as per drawings and Technical Specification 409.sqm10.1910.19Painting of kerbs and concrete crash barrier with two coats of road marking paint (grade I as per IS -164) as directed by the Engineer complete as per drawing and Technical Specification Clause 803.sqm10.210.2Providing and fixing 3 mm dia galvanized coated chain link fencing 75mm x75mm size and height 1m with MS posts supports and allied works and accessories including necessary excavation, concrete foundation in M15 grade complete as per drawing and Technical Specification Clause 807.Rm10.2110.21Providing and fixing along Right of Way GI barbed wire fencing over MS posts erected at every 3m complete as per drawing and Technical Specification Clause 807.RmBill No. 10: Traffic signs, Road markings and other road appurtunencesBill No.11: Toll Plaza11.01None11.01Providing Toll Booth buildings including arrangement of electric supply , all electrical items like fans , lights , socket receptacles , and complete wiring , with requisite earthing , providing fire alarm and fighting system like smoke detector , electric hooter multizone control & repeater panel with battery back-up , cabling and CO2 hand extinguisher,etc, all complete as per drawing and Technical SpecificationsSq.m909011.02None11.02Roof over toll plazaSq.m1175117511.03None11.03Operation & Office building at toll plazaSq.m14014011.04None11.04Pavement markingSq.m2950295011.0511.05Toll plaza sign boardsNos.11.06Kerb11.06Providing Plain Cement Concrete of M20 grade for Kerbs including form work , machinery, labour , material and all leads and lifts etc. complete as per drawing and Technical Specification Sections 408 1500, 1700LM2300230011.07None11.07Painting of Road Kerbs in alternate bands of 500 mm wide in white and Black as per drawing and Technical SpecificationSq.m.1150115011.08DLC11.08Providing xxx mm thick DLC (M15) for toll plaza as per Technical Specification Clause 601.cum7240.76257240.7625PQCProviding xxx mm thick PQC for toll plaza as per Technical Specification Clause 602.cum16412.39516412.39511.09None11.09Providing generator room as shown on drawings including arrangement for electric supply, all electric items with necessary earthing as per additional Technical Specification and as directed by the Engineer.No.2211.1None11.1Providing and laying 38 mm thick precast cement concrete chequered tiles of grade M-20 in cement mortar 1:3 over 25 mm thick cement concrete M-15 grade and 150 mm thick granular sub-base for constructing footpath / paved seperator / passenger platform / paved part of islands / medians etc. in junction as well as in other areas as per drawing and Tech. Specificaitons Clause 409.sq.m.4250425011.11None11.11Providing electronic weigh bridge 100 Tonne capacityNr.6611.12None11.12High mast lighting completeNr.4411.13Providing , installing and commisioning electrically operated barrier gates complete as per drawing and Technical Specifications shown on drawing.None11,13aa) For 3.5 m wide toll laneNr.1414None11,13bb) For 5.5 m wide toll laneNr.2211.14None11.141.8 m high GI Barbed wire fencing completem2000200011.1511.15M-15 grade concrete in approaches of Channelizerscum11.16None11.16Clearing and grubbing of road land including uprooting rank vegetation, grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 meters from road boundaryHec11.17Subgrade11.17Construction of Sub grade satisfying the requirements of minimum 8% CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.cum11.18GSB11.18Constructing Grannular Sub-base complete as per Technical Specification Clause No 401. Grading-I, Table 400-2.Cu.m.7240.76257240.762511.1911.19Constructing Wet Mix Macadam base complete as per Technical specification Clause No 406.Cu.m.0011.211.2Providing and laying bituminous primer coat over prepared surface of grannular base with bituminous emulsion complete as per Technical Specifications Clause No 502.(Table 500-1)Sqm0011.2111.21Providing and laying Tack coat over granular surface with bituminous emulsion all complete as per Technical Specifications Clause 503.(Table 500-2) @ 2.5 kg /10 sq.m.Sqm0011.2211.22Providing and laying Dense Bituminous Macadam course (including profile corrective course) as per Technical Specification Clause No.507.Cu.m.0011.2311.23Providing and laying Bituminous Concrete wearing course using refinary Modified Bitumen complete as per Technical Specifications Caluse 509 & 521.Cu.m.0011.24None11.24aAutomatic Vehicle Counters and ClassifiersNos.1616None11.24bComputers including installations completeNos.2525None11.24cVideo Camera in all lanes of CheckpostNos.1616None11.24dVideo Camera monitoring at CheckpostNos.2211.2511.25Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 711.2611.2680 mm x 60 mm rectangular11.2711.27Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and11.2811.28Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with l11.2911.29Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a sui11.311.3Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panel11.31None11.31Tunnel in Toll plaza ( Box)Nos.11Bill No.11: Toll PlazaBill No.12: Wayside Amenities12.0112.01Construction of rest area including parking facility, electrification, plumbing, water supply, sewerage disposal system and street illumination complete as per Technical Specification.sqm12.02None12.02Construction of toilet block at truck lay-bye or any other place as per drawing and additional Technical Specification and as directed by the Engineer.No.6612.03None12.03Digging and construction of bore well as per Technical Specification completeNo.6612.0412.04Construction of passenger shelter at pick-up bus stop as per drawing and additional Technical Specification and as directed by the Engineer.No.Bill No.12: Wayside AmenitiesBill No.13: Bus/Trucklay Bay13.01None13.01Construction of bus bay including pavement, marking complete as per Technical Specification.sqm202502025013.02None13.02Construction of Truck bay including pavement, marking complete as per Technical Specification.sqm12367.512367.513.03None13.03Construction of passenger shelter at pick-up bus stop as per drawing and additional Technical Specification and as directed by the Engineer.No.242413.0413.04Lighting at bus bays / trucklay baysNo.13.0513.05Providing xxx mm thick DLC (M15) for truck laybye as per Technical Specification Clause 601.Cu.m.13.0613.06Providing xxx mm thick PQC for truck laybye as per Technical Specification Clause 602.Cu.m.Bill No.13: Bus/Trucklay BayBill No.14: Environmental Plan14.01None14.01Planting of low height flowering plants and shrubs in one rows in central median as per Technical Specification.per km565614.02None14.02Planting tree sapling by roadside with plants Kaner/ Thija/ Chandini/ Baugainvilla/ Gurhal/ Duranta as directed by the Engineer including maintenance for one year complete as per Technical Specification.No.44800336014.03None14.03Providing and fixing tree guard 0.6m square, 2m high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together as per drawing and Technical Specification.No.44800336014.0414.04Providing and fixing litter bins made out of MS sheet having 30 liter capacity with MS support and swivel arrangement complete as per Technical SpecificationNo.14.0514.05Providing rain water harvesting arrangement as shown in drawing with all materials etc., with all lifts and leads complete as directed by the engineernosBill No.14: Environmental PlanBill no.15 : Miscellaneous Works15.01None15.01Providing and laying chequered tiles 25mm thick precast cement concrete chequered tiles of grade M20 in ordinary grey cement with out chips in CM 1:3 over 50 mm thick cement concrete M10 grade and 150 mm thick Grannular Sub base including pointing of tiles with neat cement as per drawing and Technical Specification Clause 409.Sq.m.25425015.02None15.02Providing min 300 mm dia NP4 pipes across the road(including catchpits on both sides) at every 500 m interval in urban section & 2000m interval in rural section for crossing of Utilities as per Drawing and Technical specification Section. 2900LM5040126015.03None15.03Inspection chamber in utility ducts as per drawing and Technical Specification Section 2900Nos11211215.04None15.04Advance Traffic management system including traffic aid post,medical aid post and safety during construction operations as per Technical Specification.Km.565615.05None15.05Construction of temporary diversion and providing traffic safety and control where necessary and as per direction of the Engineer including maintenance thereof complete as per drawing and Technical Specification Clause 112L.M.1000100015.06None15.06Providing lighting including excavation, pipes, cablesL.M.740524016415.0715.07Conexion of lighting to general electric netNos15.0815.08Mast lighting (with a high of xxx metres), with an arm of xxx metres, and to comply with xxx lux, for toll plazaNos15.09None15.09Mast lighting (with a high of xxx metres), with an arm of xxx metres, and to comply with xxx lux, for intersectionNos151515.1None15.1Mast lighting (with a high of xxx metres), with an arm of xxx metres, and to comply with xxx lux, for townsNos151515.1115.11Construction of footpath/separators by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M 15, overlaid with 25 mm thick M20 grade precast concrete tiles of size 300x300 mm in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel with all lifts and leads complete as per drawing and as per MORT&H Technical specification clause 409 as directed by the engineer.sq.m.239700Bill No.15 : Miscellaneous WorksTotal Amount in Crs. - INR

Major QuantityRoad QuantitiesDetails of StructuresSl.No.DescriptionUnitSoma QuantityFeedback QuantityDiffROBFlyoverType of structureNumbersRemarks1Excavationcum749856313084436772CHSPANC/WCHSPANC/WCulvert37B-16, P-212Embankmentcum359510522401241354981356+92540+2X202X13.5359+0303x302x8.5Minor Bridges233Subgradecum11186941011333107361356+3003X301X13.5358.6153x302x8.5PUP110.5x3.54GSBcum811892648794163098356+6003X301X13.5362+1803x302x8.5VUP101x35+2x95WMMcum39027935819732083Interchange341+7443x302x13.56DBMcum24297019656546405355+2251X60+1X301X8.5324+0303x302x13.57BCcum1149831093895594355+225(SR)1X551X8.5Major Bridge8Concrete(Drain)cum174291178501-4210355+225(Ramp)1x551x8.5355+5874x15.252x139HYSDMt67826992-210356+600(VD)52x20+2x551x8.510RE Wallsqm12158010268618894356+600(Ramp)-2Nos1x451x8.5SUMMARY OF STRUCTURE QUANTITIESSl NoType of StructureUnitCulvertMinor BridgesMajor BridgeFO, ROBVUPTotalSomaFeedbackSomaFeedbackSomaFeedbackSomaFeedbackSomaFeedback1Excavationcum77497516225912259152902248118401064110284102831110332M15cum21728591245124527613880164656156079433M20cum1432143228644M30cum3680363855202698219254810456722678226466437805M35cum134581319363143156194811788493109307827966M40cum147990147997M45cum184301658630313031380477M50cum08HYSDMT401348217116008683319072531282615312283649HTMT922829922829267310PileRm1740011360174001136046160