3. Bill of Quantities - Arunachalpwd.org

B.O.QTwo Laning Of Pasighat-Mariyang- Yingkiong Road fromKm 0.00 to Km 19.887 in the State Of Arunachal Pradesh1

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 1. SITE CLEARANCE AND DISMANTLINGSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.1.01 201 Cutting of Trees, including cutting of Trunks, Branches and RemovalCutting of trees, including cutting of trunks, branches and removal of stumps, roots,stacking of serviceable material with all lifts and up to a lead of 1000 metres and earthfilling in the depression/pit.i Girth from 300 mm to 600 mm each 14ii Girth from 600 mm to 900 mm each 18iii Girth from 900 mm to 1800 mm each 1001.02 201 Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to beused or auctioned, up to a lead of 1000 metres including removal and disposal of toporganic soil not exceeding 150 mm in thickness.iBy Manual Meansa In area of light jungle hectare 25.0391.03 201 Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of1000 metresi Lime /Cement ConcreteaBy Manual Means(1) Prestressed / Reinforced cement concrete grade M-20 & above cum 1781.04 201 Dismantling Brick / Tile worki In cement mortar cum 5621.05 201 Removing all type of Hume Pipes and Stacking within a lead of 1000 metresiiUp lto di 600 Emm thdia k d Di tli f M W kmetre 49ii Above 600 mm to 900 mm dia metre 175iii Above 900 mm metre 98In figures In words In figures2

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 2. EARTHWORKSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.2.01 301 Excavation in Soil with Dozer with lead upto 100 metrescum 522.490Excavation for road way in soil by mechanical means including cutting and pushingthe earth to site of embankment upto a distance of 100 metres (average lead50metres), including trimming bottom and side slopes in accordance with requirementsof lines, grades and cross sections.2.02 305 Construction of Embankment with Material obtained from Borrowpitscum 185539.370Construction of embankment with approved material obtained from borrow pits withall lifts and leads, transporting to site, spreading, grading to required slope andcompacting to meet requirement of table 300-2.2.03 305 Construction of Embankment with Material Deposited from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures graded andcompacted to meet requirement of table 300-2.cum 26488.250In figures In words In figures2.04 305 Construction of Hard ShouldersConstruction of hard shoulder by providing close graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with vibratory roller to achieve the desireddensity, complete as per clause 4012.05 301 Excavation in Hilly Area in Ordinary Rock by Mechanical Means not RequiringBlasting i) Excavation inhilly area in ordinary rock not requiring blasting by mechanical means includingcutting and trimming of slopes and disposal of cut material with all lift and lead upto2.06 3011000 metresExcavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hillyareas in hard rock requiring blasting, by mechanical means including trimming ofslopes and disposal of cut material with all lifts and lead upto 1000 metres.)cum 21682.290cum 1001064.340cum 87558.2403

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 4. BITUMINOUS SURFACE COURSESl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.4.01 502 Prime Coatsqm 137657.800Providing and applying primer coat with bitumen emulsion on prepared surface ofgranular Base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means.4.02 503 Tack Coatsqm 137657.800Providing and applying tack coat with bitumen emulsion using emulsion pressuredistributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleanedwith mechanical broom.4.03 Providing and applying tack coat with bitumen emulsion using emulsion pressure sqm 137657.800distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleanedwith mechanical broom.4.04 504 Bituminous MacadamProviding and laying bituminous macadam with 100-120 TPH hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 to achieve the desiredcompactioni for Grading I ( 40 mm nominal size ) cum 6882.9004.05 508 Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete with 100-120 TPH batch typeHMP producing an average output of 75 tonnes per hour using crushed aggregatesof specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mixand filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MoRTH specification clause No. 508 complete in all respectsIn figures In words In figuresfor Grading I ( 13 mm nominal size ) cum 3441.4005

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 5. DRAINAGE & PROTECTION WORKSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.5.01 1400 Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawingand Technical Specifications.i 1405.3 B) Random Rubble Masonry Cum 8086.400In figures In words In figuresii Extra for Catch Water Drains Cum 2628.890B. R R Masonry Breast Wall ,Toe Wall and Parapet Wall5.02 304 Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom, backfilling theexcavation earth to the extent required and utilising the remaining earth locally forroad work.I. Ordinary Soil5.03 2100 PCC 1:3:6 in Foundation Plaincement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted byvibration including curing for 14 days.5.04 1400 Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as perDrawing and Technical Specifications. B) RandomRubble Masonry5.05 1400 & Stone masonry work in cement mortar 1:3 for substructure complete as per drawing2200 and Technical Specifications A) Random Rubble Masonry5.06 2706 & Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing2200 wall/ return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing andTechnical Specifications5.07 710.1.4.o Providing and laying of Filter media with granular materials/stone crushedf IRC:78 aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTHand 2200 specifications to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behindabutment, wing wall and return wall to the full height compacted to a firm conditioncomplete as per drawing and Technical Specification.Cum 21221.20Cum 3445.00Cum 6407.7012884.300Each 5742.00Cum 4134.006

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 5. DRAINAGE & PROTECTION WORKSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.In figures In words In figuresC. RCC and PCC Retaining wall and Parapet wall5.08 304 Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom, backfilling theexcavation earth to the extent required and utilising the remaining earth locally forroad work.I. Ordinary Soil5.09 1500,1700 & 2100Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawingand Technical Specifications.A) PCC grade M 155.10 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing0 & 2100 and Technical Specificationse) RCC Grade M 25 (Case-I)5.11 1600 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation5.12 1500,1700 & 22005.13 1600 &22005.14 2706 &22005.15 710.1.4.of IRC:78and 2200complete as per Drawing and Technical Specifications.Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications- a)upto 5m height(F) (p) RCC Grade M 25 (case-i)Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and Technical SpecificationsProviding weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wingwall/ return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing andTechnical SpecificationsProviding and laying of Filter media with granular materials/stone crushedaggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTHspecifications to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behindabutment, wing wall and return wall to the full height compacted to a firm conditioncomplete as per drawing and Technical Specification.Cum 10297.60Cum 441.90Cum 2964.20MT 387.190Cum 1926.00MT 252.05Each 4980.00Cum 2988.007

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 6. TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCESSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.6.01 408 Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mmrespectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mmthick, foundation having 50 mm projection beyond kerb stone, kUsing Concrete Mixer ( in two junctions) metre 81.006.02 801 Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatorysign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixedover aluminium sheeting, 1.5 mm thick supported on a mi90 cm equilateral triangle each18.0060 cm equilateral triangle each8.0060 cm circular each4.006.03 803 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New WorkPainting lines, dashes, arrows etc on roads in two coats on new work with readymixed road marking paint conforming to IS:164 on bituminous surface, includingcleaning the surface of alUp to 10 cm in width sqm 4985.996.04 804 Kilometre StoneReinforced cement concrete M15grade kilometre stone of standard design as perIRC:8-1980, fixing in position including painting and printing etc(i) 5th kilometre stone (precast) nos 4.00(ii) Ordinary kilometer stone (precast) nos 20.00(iii) Hectometer stone (precast) nos 100.00In figures In words In figures8

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 7. BUSBAY & TRUCK LAY - BYESl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.7.01 By Mix in Place MethodConstruction of granular sub-base by providing close graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with vibratory roller to achieve the desireddensity, complete as per clause 401i For Grading-I Material cum 140.0007.02 406 Wet Mix Macadamcum 140.000Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying in uniformlayers with paver in sub- base / base course on well prepared surface andcompacting with vibratory roller to achieve the desired density.7.03 502 Prime Coatsqm 560.000Providing and applying primer coat with bitumen emulsion on prepared surface ofgranular Base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means.7.04 503 Tack Coatsqm 560.000Providing and applying tack coat with bitumen emulsion using emulsion pressuredistributor at the rate of 0.20 kg per sqm on the prepared bituminous/granularsurface cleaned with mechanical broom.7.05 Providing and applying tack coat with bitumen emulsion using emulsion pressure sqm 560.000distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleanedwith mechanical broom.7.06 504 Bituminous MacadamProviding and laying bituminous macadam with 100-120 TPH hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 to achieve the desiredcompactionfor Grading I ( 40 mm nominal size ) cum 28.000In figures In words In figures9

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 7. BUSBAY & TRUCK LAY - BYESl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.7.07 508 Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete with 100-120 TPH batch typeHMP producing an average output of 75 tonnes per hour using crushed aggregatesof specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mixand filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MoRTH specification clause No. 508 complete in all respectsi for Grading I ( 13 mm nominal size ) cum 14.000Excavation for Structures7.08 304 Excavation for Structurescum 22.322Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom, backfilling theexcavation earth to the extent required and utilising the remaining earth locally forroad work.I. Ordinary Soil7.09 (D) Cement Mortar1:6 (1cement :6 sand) 16.8007.10 1300 Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawingand Technical Specifications.i (A) Square Rubble Coursed Rubble Masonry (first sort) 7.7347.11 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing cum 11.4780 & 2100 and Technical Specifications.A) PCC grade M 157.12 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing cum 1.7920 & 2101 and Technical Specifications.C) RCC Grade M20In figures In words In figures7.14 1600 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundationcomplete as per Drawing and Technical Specifications.MT 0.137.15 1500&16001700Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structureas per drawing and Technical Specificationi RCC Grade M20 Cum 5.9610

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 7. BUSBAY & TRUCK LAY - BYESl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.7.16 1600 Supplying, fitting and placing HYSD bar reinforcement in super-structure completeas per drawing and technical specificationsMT 0.45In figures In words In figures11

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 8. JUNCTION IMPROVEMENTSl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.401 Granular Sub-Base with Well Graded Material (Table:- 400-1)8.01 By Mix in Place MethodConstruction of granular sub-base by providing close graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with vibratory roller to aci For Grading-I Material cum 1518.2508.03 406 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying in uniformcum 1518.2508.04 502 Prime Coatsqm 5696.820Providing and applying primer coat with bitumen emulsion on prepared surface ofgranular Base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means.8.05 503 Tack Coatsqm 5696.820Providing and applying tack coat with bitumen emulsion using emulsion pressuredistributor at the rate of 0.20 kg per sqm on the prepared bituminous/granularsurface cleaned with mechanical broom.8.06 Providing and applying tack coat with bitumen emulsion using emulsion pressure sqm 5696.820distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleanedwith mechanical broom.8.07 504 Bituminous MacadamProviding and laying bituminous macadam with 100-120 TPH hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading premixed with bituminous binder, transported to site, laid over ai for Grading I ( 40 mm nominal size ) cum 284.8418.08 508 Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete with 100-120 TPH batch typeHMP producing an average output of 75 tonnes per hour using crushed aggregatesof specified grading, premixed with bituminous binder @ 4.5 to 5i for Grading I ( 13 mm nominal size )cum 142.421In figures In words In figures12

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 8. JUNCTION IMPROVEMENTSl. No.Ref. toMORTHSpec.8.09 407 Construction of Median and Island with Soil Taken from Borrow Areas(Construction of median and Island above road level with approved materialbrought from borrow pits, spread, sloped and compacted as per clause 407)Item Description Unit Quantity Rate in Rs.Amount in Rs.cum 65.832In figures In words In figures13

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO.9. SMALL CULVERT (40 nos)Sl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.1.1. Foundation9.01 304 Earth work in excavation for foundation of structures in all kinds of soil for all lifts asper drawings and technical specifications, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.as per drawing, technicalspecification- clause -304 & direction of Engineer-in-chargeIn figures In words In figures(i) Ordinary soil by manual means - upto 3 m depth cum 5799.079.02 1600 Supplying, bending and binding and laying in position steel reinforcement ofapproved brand of different dimensions in cement concrete work of differentcomponents in foundation including initial straightening, straightening of coil bars,removal of loose rust (if any), cutting to requisite-length bending, binding withannealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading, unloading, carriage of all steelmaterials complete as per drawing, technical specification- section- 1600 & directionof Engineer-in-charge.i (a) TMT Bars conforming to IS:1786 tonne 216.199.03 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing Cum 683.390 & 2100 and Technical Specifications.A) PCC grade M 159.04 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing Cum 2228.740 & 2100 and Technical Specificationse) RCC Grade M 25 (Case-I)9.05 1300 Brick masonry work in cement mortar 1:3 in foundation complete excluding pointingand plastering, as per drawing and technical specifications14

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO.9. SMALL CULVERT (40 nos)Sl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.1.2. Substructure9.06 1500,170 Providing and laying for reinforced cement concrete work in Abutment Wall,0 & 2200 Abutment Cap, Dirtwall, Pier Shaft, Pier Cap, return wall & Pedestal using batchingplant, transit mixer & concrete pump with coarse aggregate of nominal size 20mm &down and grading, of approved quality coarse sand including screening andcleaning of coarse aggregate and coarse sand, curing with cost and carriage of allmaterials and including preparation of mix, approval of the same by the Engineer incharge and cost for quality control, sampling, testing etc. but including cost of labourand material for formwork , all complete but excluding cost of labour and material forreinforcement, as per drawing, technical specification- section - 1500, 1700 & 2200& direction of Engineer-in-charge.(i) RCC Grade M25 - Height upto 5m cum 2194.609.07 1600 &2200Supplying, bending and binding and laying in position steel reinforcement ofapproved brand of different dimensions in reinforced cement concrete work ofdifferent components in sub- structure including initial straightening, straightening ofcoil bars, removal of loose rust (if any), cutting to requisite-length bending, bindingwith annealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading, unloading, carriage of all steelmaterials complete as per drawing, technical specification- section - 1600 &direction of Engineer-in-charge.i (a) TMT Bars conforming to IS:1786 139.879.08 2706 &2200each 2020.00Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing andTechnical specifications9.09 710.1.4 Back filling behind abutment, wing wall and return wall complete as per drawingof IRC-78 and Technical specification& 2200tonneIn figures In words In figuresii Granular material cum 11559.309.10 2200 & Providing and laying of Filter media with granular materials/stone crushed cum 3017.302504.2.2 aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTHspecifications to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behindabutment, wing wall and return wall to the full height compacted to a firm conditioncomplete as per drawing and technical specification.15

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO.9. SMALL CULVERT (40 nos)Sl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.9.11 1500,1600&17001.3. Super StructureProviding and laying Reinforced/ Prestressed cement concrete in super-structureusing batching plant, transit mixer & concrete pump complete as per drawing andtechnical specification- setion - 1500, 1600 & 1700 of MORTH specifications &direction of Engineer incharge.In figures In words In figuresi RCC M25 upto 5 m 730.659.12 1600 Supplying, bending and binding and laying in position steel reinforcement ofapproved brand of different dimensions in cement concrete work of differentcomponents in super structure including initial straightening, straightening of coilbars, removal of loose rust (if any), cutting to requisite-length bending, binding withannealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading, unloading, carriage of all steelmaterials complete as per drawing, technical specification- section- 1600 & directioni (a) TMT Bars conforming to IS:1786 tonne 46.659.14 509 Providing and laying bituminus concrete with hot mix plant using crushedaggregates of grade-I premixed with bituminous binder @ 5.5 per cent of mix andfiller, transporting the hot mix to work site, laying with a hydrostaticpaver finisherwith sensor control to the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desired compaction as perMoSRTH Specifications as laid down in Clause 509 complete in all respects.i for Grading-I ( 13 mm nominal size ) cum 224.019.15 503 Providing and applying tack coat with bitumen emulsion using emulsion pressuredistributor @ 0.25kg/sqm on the prepared bituminous/granular surface cleaned withmechanical broom.sqm 4307.949.16 515 &2702Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course ontop of deck slab excluding prime coat with paving grade bitumen meeting therequirements given in table 500-29, prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, including providing antiskidsurface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominalsize at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cmcenter to center in both directions, pressed into surface when the temperature ofsurfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface,all complete as per clause 515.)sqm 4307.9416

Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO.9. SMALL CULVERT (40 nos)Sl. No.Ref. toMORTHSpec.Item Description Unit Quantity Rate in Rs.Amount in Rs.9.17 800 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement m 817.369.18 2705concrete crash barrier at the edges of the road, approaches to bridge structures andmedians, constructed with M-20 grade concrete with TMT reinforcement conformingto IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premouldedasphalt filler board, keyed to the structure on which it is built and installedas per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DOIII dated 24 June 1994 as per dimensions in the approved drawing and at locationsdirected by the Engineer all as specified)Drainage Spouts complete as per drawing and Technical specification. each 160.00In figures In words In figures9.19 2700 PCC M15 Grade leveling course below approach slab complete as per drawing,technical specification- section - 2700 of MORTH specifications & direction ofEngineer-in-charge.9.20 1500,160 Reinforced cement concrete approach slab including reinforcement and formwork0, 1700 & complete as per drawing & technical specification- clause - 1500, 1600, 1700 &2704 2704 of MORTH specifications & direction of Engineer-in-charge.(i) R.C.C. M30 grade using batching plant, transit mixer & concrete pump.1.4 River Training and Protection works9.23 304 Earth work in excavation for foundation of structures in all kinds of soil for all lifts asper drawings and technical specifications, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.as per drawing, technicalspecification- clause -304 & direction of Engineer-in-chargecum 541.80cum 1083.60(i) Ordinary soil by manual means - upto 3 m depth cum 276.86i Boulder laid dry without wire crates. cum 25.349.25 2507.2 Curtain wall complete as per drawing and Technical specification(I) Cement concrete Grade M15Cum 164.3817

Sl. No.Ref. toMORTHSpec.Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 10. MINOR BRIDGEItem Description Unit Quantity Rate in Rs.Amount in Rs.1.1. Foundation10.1 304 Earth work in excavation for foundation of structures in all kinds of soil for all lifts asper drawings and technical specifications, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.as per drawing, technicaliOrdinary Rock (not requiring blasting)a upto 3 m depth cum 6893.93b > 3.0 M. cum 3799.2110.2 1600 Supplying, bending and binding and laying in position steel reinforcement ofapproved brand of different dimensions in cement concrete work of differentcomponents in foundation including initial straightening, straightening of coil bars,removal of loose rust (if any), cutting to requisite-length bending, binding withannealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading unloading carriage of all steeli (a) TMT Bars conforming to IS:1786 tonne 151.8710.3 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing Cum0 & 2100 and Technical Specifications.232.40A) PCC grade M 1510.4 1500,170 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing Cum0 & 2100 and Technical Specifications815.28e) RCC Grade M 25 (Case-I)1.2. Substructure10.5 1500,170 Providing and laying for reinforced cement concrete work in Abutment Wall,0 & 2200 Abutment Cap, Dirtwall, Pier Shaft, Pier Cap, return wall & Pedestal using batchingplant, transit mixer & concrete pump with coarse aggregate of nominal size 20mm &down and grading, of approved quality coarse sand including screening andcleaning of coarse aggregate and coarse sand, curing with cost and carriage of allmaterials and including preparation of mix, approval of the same by the Engineer incharge and cost for quality control, sampling, testing etc. but including cost of labourand material for formwork , all complete but excluding cost of labour and material for(i)reinforcement as per drawing technical specification- section - 1500 1700 & 2200RCC Grade M25 - Height upto 5m cum 2222.93(ii) RCC Grade M25 - Height 5m to 10m cum 539.48(iii) RCC Grade M30 - up to 5m cum 928.41(iv) RCC Grade M30 - Height 5m to 10m cum 425.21(v) RCC Grade M35 (for Pedestal) cum 0.60In figures In words In figures18

Sl. No.Ref. toMORTHSpec.Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 10. MINOR BRIDGEItem Description Unit Quantity Rate in Rs.Amount in Rs.1.1. Foundation10.6 1600 & Supplying, bending and binding and laying in position steel reinforcement of tonne2200 approved brand of different dimensions in reinforced cement concrete work ofdifferent components in sub- structure including initial straightening, straightening ofcoil bars, removal of loose rust (if any), cutting to requisite-length bending, bindingwith annealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading, unloading, carriage of all steelimaterials complete as per drawing technical specification section 1600 & direction(a) TMT Bars conforming to IS:1786 571.5210.7 2706 & Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing each2200 wall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing and1384.00Technical specifications10.8 710.1.4 Back filling behind abutment, wing wall and return wall complete as per drawing andof IRC-78 Technical specification& 2200i Sandy material cum 331.65ii Granular material cum 4922.6510.9 2200 &2504.2.2Providing and laying of Filter media with granular materials/stone crushedaggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTHspecifications to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behindabutment, wing wall and return wall to the full height compacted to a firm conditioncomplete as per drawing and technical specification.cum 1354.7510.10 2000,220 Supplying, fitting and fixing in position true to line and level elastomeric bearing cu.cm 465960.000 & 2005 conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specificationscomplete including all accessories as per drawing and Technical Specifications.10.12 2000,220 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing0 & 2006 consisting of a metal piston supported by a disc or unreinforced elastomer confinedpertonne6000.00within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against capacitystainless steel mating surface, complete assembly to be of cast steel/fabricatedstructural steel, metal and elastomer elements to be as per IRC: 83 part-I & IIrespectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause2006 of MoRTH Specifications complete as per drawing and approved TechnicalSpecifications Clause 2004.In figures In words In figures19

Sl. No.Ref. toMORTHSpec.10.13 1500,1600&1700Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 10. MINOR BRIDGEItem Description Unit Quantity Rate in Rs.Amount in Rs.1.1. Foundation1.3. Super StructureProviding and laying Reinforced/ Prestressed cement concrete in super-structureusing batching plant, transit mixer & concrete pump complete as per drawing andtechnical specification- setion - 1500, 1600 & 1700 of MORTH specifications &direction of Engineer incharge.i RCC M25 upto 5 m 75.97ii RCC M25 5 to 10 m cum 413.96iii PSC Grade M-40 for Slab+Girder ( Height upto 5m). cum 503.13iv PSC Grade M-40 for Slab+Girder (Height 5m to 10m) cum 1006.12v RCC M30 5 to 10 m cum 511.5310.14 1600 Supplying, bending and binding and laying in position steel reinforcement ofapproved brand of different dimensions in cement concrete work of differentcomponents in super structure including initial straightening, straightening of coilbars, removal of loose rust (if any), cutting to requisite-length bending, binding withannealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. includingcost of black annealed wire and cost of loading, unloading, carriage of all steelmaterials complete as per drawing, technical specification- section- 1600 & directionof Engineer-in-charge.i (a) TMT Bars conforming to IS:1786 tonne 277.8210.15 1800 High tensile steel wires/strands including all accessories for stressing, stressingoperations and grouting complete as per drawing and Technical Specificationstonne 39.2410.16 509 Providing and laying bituminus concrete with hot mix plant using crushedaggregates of grade-I premixed with bituminous binder @ 5.5 per cent of mix andfiller, transporting the hot mix to work site, laying with a hydrostaticpaver finisher withsensor control to the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desired compaction as perMoSRTH Specifications as laid down in Clause 509 complete in all respects.i for Grading-I ( 13 mm nominal size ) cum 153.3010.17 503 Providing and applying tack coat with bitumen emulsion using emulsion pressuredistributor @ 0.25kg/sqm on the prepared bituminous/granular surface cleaned withmechanical broom.sqm 3065.79In figures In words In figures20

Sl. No.Ref. toMORTHSpec.Two Laning Of Pasighat-Mariyang- Yingkiong Road from Km 0.00 to Km 19.887 in the State Of Arunachal PradeshBILL OF QUANTITIES & COST ESTIMATEBILL NO. 10. MINOR BRIDGEItem Description Unit Quantity Rate in Rs.Amount in Rs.1.1. Foundation10.18 515 & Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on sqm 3065.792702 top of deck slab excluding prime coat with paving grade bitumen meeting therequirements given in table 500-29, prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, including providing antiskidsurface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominalsize at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cmcenter to center in both directions, pressed into surface when the temperature ofsurfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface,10.19 800all complete as per clause 515 )Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement m 584.20concrete crash barrier at the edges of the road, approaches to bridge structures andmedians, constructed with M-20 grade concrete with TMT reinforcement conformingto IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premouldedasphalt filler board, keyed to the structure on which it is built and installedas per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DOIII dated 24 June 1994 as per dimensions in the approved drawing and at locationsdirected by the Engineer all as specified)10.20 2705 Drainage Spouts complete as per drawing and Technical specification. each 56.0010.21 2700 PCC M15 Grade leveling course below approach slab complete as per drawing, cum 131.62technical specification- section - 2700 of MORTH specifications & direction ofEngineer-in-charge.10.22 1500,160 Reinforced cement concrete approach slab including reinforcement and formwork cum 286.380, 1700 & complete as per drawing & technical specification- clause - 1500, 1600, 1700 &2704 2704 of MORTH specifications & direction of Engineer-in-charge.(i) R.C.C. M30 grade using batching plant, transit mixer & concrete pump.10.23 2607 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion jointcatering to maximum horizontal movement upto 70 mm, complete as per approveddrawings and standard specifications to be installed by the manufacturer/supplier ortheir authorised representative ensuring compliance to the manufacturer'sinstructions for installation.)m 154.8010.24 2806.00 Provision for grouting in case of boulder or highly fractured rock Kg 1397844.00In figures In words In figures21