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2x2 Box cell culvert Page 1 Detailed Estimate for 2.0 x 2.0m Box Cell Culvert. Total = 42 Nos. Items Nos. Quantity Unit Rate 1 1 12.20 3.80 1.130 52.3 !um " 3.818 2.228 1.5 ##.35 $ing %all lo% en& " 1." 2.01 1.5 21.5 !urtain %all u' stream 1 (." 1.50 2."5 2(.20 !urtain %all &o%n stream 1 (." 1.85 2.5 "0.3 2 2.( ".( 0.(5 1.0" 1 3.00 (." 1.05 23.31 1 1.50 (." 1.05 11.## 2 3.80 1.12 0.82 #.8 )e&uction *or $ing $all Portion +U,- /2 1.#00 - m 1.5 /#.2" /2 1.30 - m 1.5 /(.53 255.5 !um Quantity for 42 Nos. 1071.00 Cum .04 !4!!2.00 2 Belo% ox 1 12.20 3.80 0.30 13.1 " 3.818 2.228 0.30 10.21 $ing %all lo% en& " 1." 2.01 0.30 3.38 2(.5 !um Quantity for 42 Nos. 11!!.00 Cum 41".72 4#112.00 3 Belo% ox 1 12.20 3.80 0.15 #.5 2 3.80 1.1# 0.15 1.32 Belo% %ing %all " 3.818 2.228 0.15 5.1 $ing %all lo% en& " 1."0 2.01 0.15 1.# Belo% curtain %all u' stream 1 (."0 1.50 0.15 1.#( Belo% curtain %all &o%n stream 1 (."0 1.85 0.15 2.05 2 2.(0 ".(0 0.15 3.81 Belo% a''roac sla 2 12.00 3.50 0.15 12.# 35.1 !um Quantity for 42 Nos. 1477.$# Cum 4411.0# "!1$4##.00 " Bottom sla 1 12.00 3.#0 0.38 1#."2 2 3.#0 0.(1 0.82 ".1 20.#1 !um Quantity for 42 Nos. #"!."2 Cum !"!.#$ 4#$4120.00 5 2 12.00 0.30 1.30 .3# -l. No engt in mtr Brea&t in mtr 4eig t in mtr mount in Rs. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Box 6 7 12 0.1x2 7 12.29 B7 2 0.3x2 0.5x2 0.1x2 7 3.89 )7 0.3 0.38 0.15 0..3 7 1.13 $ing %all 6 Boul&er a''ron curtain %all to ox6 B7+ (." 2 , 2 7 ".( Boul&er a''ron a*ter curtain %all at ),- )70.3 0.(571.05 Boul&er a''ron a*ter curtain %all at U,- )70.3 0.(571.05 Box :oe 'ortion 6 0.3 0.82 7 1.12 )71.2/0.3870.82 )e&uction *or $ing $all Portion +),- Sand Filling in Foundation Trenches as per Drawing & Technical Specification $ing %all 6 M! "rade #lain$%einforced ement oncrete in 'pen Foundation complete as per Drawing and Technical Specifications( Box toe 'ortion B7-QR:+0.82;0.82;2 71.1# Boul&er a''ron curtain %all to ox6 B7+ (." 2 , 2 7 ".( R!! < 25 in in ='en >oun&ation com'lete as 'er )ra%ing an& :ec nical -'eci*ications. :oe 'ortion 6 + 0.3 1.12 , 2 7 0.(1 1.2 / 0.38 7 0.82 R!! < 25 in su /structure com'lete as 'er &ra%ing an& :ec nical -'eci*ications $alls u'to construction ?oint@ 2.0 / 0.( 7 1.3
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Transcript of 1
2x2 Box cell culvert Detailed Estimate for 2.0 x 2.0m Box Cell Culvert.Total = 42 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 2 + 0.3x2 + 0.5x2 + 0.1x2 = 3.8, D= 0.3+0.38+0.15+0..3 = 1.13112.203.801.13052.39CumWing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2281.9566.35Wing wall low end41.42.011.9521.95Curtain wall up stream17.41.502.4527.20Curtain wall down stream17.41.852.9540.39Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.7519.04Boulder appron after curtain wall at D/S D=0.3+0.75=1.0513.007.41.0523.31Boulder appron after curtain wall at U/S D=0.3+0.75=1.0511.507.41.0511.66Box Toe portion : 0.3 + 0.82 = 1.12 D=1.2-0.38=0.8223.801.120.826.98Deduction for Wing Wall Portion (U/S)-21.600Sqm1.95-6.24Deduction for Wing Wall Portion (D/S)-21.930Sqm1.95-7.53255.5CumQuantity for42Nos.10731.00Cum33.04354552.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.203.800.3013.91Wing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2280.3010.21Wing wall low end41.42.010.303.3827.5CumQuantity for42Nos.1155.00Cum416.72481312.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.203.800.156.95Box toe portion B=SQRT(0.82*0.82*2)=1.1623.801.160.151.32Below wing wall43.8182.2280.155.1Wing wall low end41.402.010.151.69Below curtain wall up stream17.401.500.151.67Below curtain wall down stream17.401.850.152.05Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.722.704.700.153.81Below approach slab212.003.500.1512.635.19CumQuantity for42Nos.1477.98Cum4411.086519488.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.003.600.3816.42Toe portion : ( 0.3 + 1.12 ) / 2 = 0.71 1.2 - 0.38 = 0.8223.600.710.824.1920.61CumQuantity for42Nos.865.62Cum5653.894894120.005.05RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 2.0 - 0.7 = 1.3212.000.301.309.36Haunch Bottom inside212.000.150.0750.279.63CumQuantity for42Nos.404.46Cum5990.092422752.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.300.705.04Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.002.600.3510.92Kerb: ( 2.6 + 3.5x2 ) =9.6 B=(0.55/0.5)/2=0.5329.600.530.303.0222.49CumQuantity for42Nos.944.58Cum6491.086131344.007PCC M20 in sub structure in wing wallWing wall4.1Wing wall as per drawing no- SD-113 (Sheet-6 of 6)47.10Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)24.90Total72.00Quantity for42Nos.3024Cum5324.2216100441.008Providing and laying HYSD bar reinforcement in Super structureReiforcement as per drawing no- SD-108 (Sheet- 2 of 6)3.458Total3.458Quantity for42Nos.145.236MT53754.357807067.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar47.10cum0.4710.471Quantity for42Nos.19.782MT53074.031049910.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for42Nos.1058.4Cum8286.428770347.0011Providing and constructing crash barrier incl. ReinforcementRoad side29.60019.2019.20RMQuantity for42Nos.806.4RM3288.562651895.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb29.6000.4759.129.12SqmQuantity for42Nos.383.04Sqm45.9417597.0013Providing and applying cement paint to parapet and railingParapet29.6000.8616.5116.51SqmQuantity for42Nos.693.42Sqm33.0522918.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.602.0028.8Wing wall43.8180.601.67515.3544.15CumQuantity for42Nos.1854.3Cum1198.212221841.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(2+1)/2x3.818} x0.5= 12121236NoQuantity for42Nos.1512No155.12234541.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for42Nos.84Nos8171.02686366.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9010.000.0758.188.18CumQuantity for42Nos.343.56Cum9548.933280630.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.302.3502.82For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5410.02SqmQuantity for42Nos.420.84Sqm292.10122927.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for42Nos.302.40Sqm14.144276.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.154.46Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.153.818.27CumQuantity for42Nos.347.13Cum587.70204008.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.308.91Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.37.6116.52CumQuantity for42Nos.693.84Cum1052.97730593.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%693.84138.77Cum3801.25527492.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.007.400.306.66Boulder appron after curtain wall at U/S11.507.400.303.339.99CumQuantity for42Nos.419.58Cum4119.141728309.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.0019.2019.20Cum42Nos.806.40Cum491.42396281.00Total67361007.001603833.50
&A&RPage &PAssistant EngineerN.H, U.G. Section, M. RampurExecutive EngineerN.H Division, Kesinga.
2x2x2 Box cell culvertDetailed Estimate for 2 x 2.0 x 2.0m Box Cell Culvert.Total = 2 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 2 + 0.3x2 + 0.5x2 + 0.1x2 = 3.8, D= 0.3+0.38+0.15+0..3 = 1.13112.206.101.13084.09CumWing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2281.9566.35Wing wall low end41.42.011.9521.95Curtain wall up stream19.71.502.4535.65Curtain wall down stream19.71.852.9552.94Boulder appron curtain wall to box: B=( 9.7 + 4.3 ) / 2 = 7.00 D=0.3+0.3+0.15=0.7522.770.7528.35Boulder appron after curtain wall at D/S D=0.3+0.75=1.0513.009.71.0530.56Boulder appron after curtain wall at U/S D=0.3+0.75=1.0511.509.71.0515.28Box Toe portion : 0.3 + 0.82 = 1.12 D=1.2-0.38=0.8226.101.120.8211.2Deduction for Wing Wall Portion (U/S)-21.600Sqm1.95-6.24Deduction for Wing Wall Portion (D/S)-21.930Sqm1.95-7.53332.6CumQuantity for2Nos.665.20Cum33.0421978.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.206.100.3022.33Wing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2280.3010.21Wing wall low end41.42.010.303.3835.92CumQuantity for2Nos.71.84Cum416.7229937.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.206.100.1511.16Box toe portion B=SQRT(0.82*0.82*2)=1.1626.101.160.152.12Below wing wall43.8182.2280.155.1Wing wall low end41.402.010.151.69Below curtain wall up stream19.701.500.152.18Below curtain wall down stream19.701.850.152.69Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.722.707.000.155.67Below approach slab212.003.500.1512.643.21CumQuantity for2Nos.86.42Cum4411.08381206.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.005.900.3826.9Toe portion : ( 0.3 + 1.12 ) / 2 = 0.71 1.2 - 0.38 = 0.8225.900.710.826.8733.77CumQuantity for2Nos.67.54Cum5653.89381864.005.05RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 2.0 - 0.7 = 1.3312.000.301.3014.04Haunch Bottom inside412.000.150.0750.5414.58CumQuantity for2Nos.29.16Cum5990.09174671.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.300.705.04Haunch top inside412.000.150.0750.54Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.004.900.3520.58Kerb: ( 2.6 + 3.5x2 ) =9.6 B=(0.55/0.5)/2=0.53211.900.530.303.7533.15CumQuantity for2Nos.66.3Cum6491.08430359.007PCC M20 in sub structure in wing wallWing wall4.1Wing wall as per drawing no- SD-113 (Sheet-6 of 6)47.10Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)24.90Total72.00Quantity for2Nos.144Cum5324.22766688.008Providing and laying HYSD bar reinforcement in Super structureFoundation @ 0.06 MT/Cum33.77cum2.026Sub-Structure @ 0.06 MT/Cum14.58cum0.875Super-Structure @ 0.06 MT/Cum33.15cum1.989Total4.890Quantity for2Nos.9.78MT53754.35525718.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar47.10cum0.4710.471Quantity for2Nos.0.942MT53074.0349996.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for2Nos.50.4Cum8286.42417636.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side211.90023.8023.80RMQuantity for2Nos.47.6RM3288.56156535.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb211.9000.47511.3111.31SqmQuantity for2Nos.22.62Sqm45.941039.0013Providing and applying cement paint to parapet and railingParapet211.9000.8620.4720.47SqmQuantity for2Nos.40.94Sqm33.051353.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.602.0028.8Wing wall43.8180.601.67515.3544.15CumQuantity for2Nos.88.3Cum1198.21105802.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(2+1)/2x3.818} x0.5= 12121236NoQuantity for2Nos.72No155.1211169.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for2Nos.4Nos8171.0232684.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9011.900.0759.739.73CumQuantity for2Nos.19.46Cum9548.93185822.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.302.3502.82For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5410.02SqmQuantity for2Nos.20.04Sqm292.105854.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for2Nos.14.40Sqm14.14204.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.154.46Boulder appron curtain wall to box: B=( 9.7 + 4.3 ) / 2 = 7.00 D=0.3+0.3+0.15=0.7522.770.155.6710.13CumQuantity for2Nos.20.25Cum587.7011901.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.308.91Boulder appron curtain wall to box: B=( 9.7 + 4.3 ) / 2 = 7.00 D=0.3+0.3+0.15=0.7522.770.311.3420.25CumQuantity for2Nos.40.5Cum1052.9742645.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%40.508.10Cum3801.2530790.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.009.700.308.73Boulder appron after curtain wall at U/S11.509.700.304.3713.10CumQuantity for2Nos.26.2Cum4119.14107921.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.0019.2019.20Cum2Nos.38.40Cum491.4218871.00Total3892643.001946321.50
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
4x2 Box cell culvertDetailed Estimate for 4.0 x 2.0m Box Cell Culvert.Total = 1 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 2 + 0.3x2 + 0.5x2 + 0.1x2 = 3.8, D= 0.3+0.38+0.15+0..3 = 1.13112.207.701.130106.15CumWing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2281.9566.35Wing wall low end41.42.011.9521.95Curtain wall up stream17.41.502.4527.20Curtain wall down stream17.41.852.9540.39Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.7519.04Boulder appron after curtain wall at D/S D=0.3+0.75=1.0513.007.41.0523.31Boulder appron after curtain wall at U/S D=0.3+0.75=1.0511.507.41.0511.66Box Toe portion : 0.3 + 0.82 = 1.12 D=1.2-0.38=0.8227.701.120.8214.14Deduction for Wing Wall Portion (U/S)-21.600Sqm1.95-6.24Deduction for Wing Wall Portion (D/S)-21.930Sqm1.95-7.53316.42CumQuantity for1Nos.316.42Cum33.0410455.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.207.700.3028.18Wing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2280.3010.21Wing wall low end41.42.010.303.3841.77CumQuantity for1Nos.41.77Cum416.7217406.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.207.700.1514.09Box toe portion B=SQRT(0.82*0.82*2)=1.1627.701.160.152.68Below wing wall43.8182.2280.155.1Wing wall low end41.402.010.151.69Below curtain wall up stream17.401.500.151.67Below curtain wall down stream17.401.850.152.05Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.722.704.700.153.81Below approach slab212.003.500.1512.643.69CumQuantity for1Nos.43.69Cum4411.08192720.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.007.500.6861.2Toe portion : ( 0.3 + 1.12 ) / 2 = 0.71 1.2 - 0.38 = 0.8227.500.710.828.7369.93CumQuantity for1Nos.69.93Cum5653.89395377.005.05RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 2.0 - 0.7 = 1.3212.000.301.309.36Haunch Bottom inside212.000.150.0750.279.63CumQuantity for1Nos.9.63Cum5990.0957685.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.300.705.04Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.005.100.5835.5Kerb: ( 2.6 + 3.5x2 ) =9.6 B=(0.55/0.5)/2=0.53213.400.530.304.2248.27CumQuantity for1Nos.48.27Cum6491.08313324.007PCC M20 in sub structure in wing wallWing wall4.1Wing wall as per drawing no- SD-113 (Sheet-6 of 6)47.10Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)24.90Total72.00Quantity for1Nos.72Cum5324.22383344.008Providing and laying HYSD bar reinforcement in Super structureFoundation @ 0.05 MT/Cum69.93cum3.497Sub-Structure @ 0.05 MT/Cum9.63cum0.482Super-Structure @ 0.05 MT/Cum48.27cum2.414Total6.392Quantity for1Nos.6.3915MT53754.35343571.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar47.10cum0.4710.471Quantity for1Nos.0.471MT53074.0324998.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for1Nos.25.2Cum8286.42208818.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.40026.8026.80RMQuantity for1Nos.26.8RM3288.5688133.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.4000.47512.7312.73SqmQuantity for1Nos.12.73Sqm45.94585.0013Providing and applying cement paint to parapet and railingParapet213.4000.8623.0523.05SqmQuantity for1Nos.23.05Sqm33.05762.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.602.0028.8Wing wall43.8180.601.67515.3544.15CumQuantity for1Nos.44.15Cum1198.2152901.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(2+1)/2x3.818} x0.5= 12121236NoQuantity for1Nos.36No155.125584.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for1Nos.2Nos8171.0216342.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9010.000.0758.188.18CumQuantity for1Nos.8.18Cum9548.9378110.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.302.3502.82For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5410.02SqmQuantity for1Nos.10.02Sqm292.102927.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for1Nos.7.20Sqm14.14102.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.154.46Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.153.818.27CumQuantity for1Nos.8.265Cum587.704857.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.308.91Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.37.6116.52CumQuantity for1Nos.16.52Cum1052.9717395.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%16.523.30Cum3801.2512559.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.007.400.306.66Boulder appron after curtain wall at U/S11.507.400.303.339.99CumQuantity for1Nos.9.99Cum4119.1441150.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.0019.2019.20Cum1Nos.19.20Cum491.429435.00Total2278540.002278540.00
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
3x2 Box cell culvertDetailed Estimate for 3.0 x 2.0m Box Cell Culvert.At CD No- 182/3 & 192/1.Total = 12 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 2 + 0.3x2 + 0.5x2 + 0.1x2 = 3.8, D= 0.3+0.38+0.15+0..3 = 1.13112.205.841.13080.51CumWing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2281.9566.35Wing wall low end41.42.011.9521.95Curtain wall up stream17.41.502.4527.20Curtain wall down stream17.41.852.9540.39Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.7519.04Boulder appron after curtain wall at D/S D=0.3+0.75=1.0513.007.41.0523.31Boulder appron after curtain wall at U/S D=0.3+0.75=1.0511.507.41.0511.66Box Toe portion : 0.3 + 0.82 = 1.12 D=1.2-0.38=0.8225.841.120.8210.73Deduction for Wing Wall Portion (U/S)-21.600Sqm1.95-6.24Deduction for Wing Wall Portion (D/S)-21.930Sqm1.95-7.53287.37CumQuantity for12Nos.3448.44Cum33.04113936.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.205.840.3021.37Wing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2280.3010.21Wing wall low end41.42.010.303.3834.96CumQuantity for12Nos.419.52Cum416.72174822.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.205.840.1510.69Box toe portion B=SQRT(0.82*0.82*2)=1.1625.841.160.152.03Below wing wall43.8182.2280.155.1Wing wall low end41.402.010.151.69Below curtain wall up stream17.401.500.151.67Below curtain wall down stream17.401.850.152.05Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.722.704.700.153.81Below approach slab212.003.500.1512.639.64CumQuantity for12Nos.475.68Cum4411.082098263.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.005.640.4228.43Key25.640.690.786.0734.5CumQuantity for12Nos.414Cum5653.892340710.005.05RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 2.0 - 0.7 = 1.3212.000.421.3013.1Haunch Bottom inside212.000.150.0750.2713.37CumQuantity for12Nos.160.44Cum5990.09961050.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.300.705.04Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.003.840.4219.35Kerb:210.840.530.303.4131.31CumQuantity for12Nos.375.72Cum6491.082438829.007PCC M20 in sub structure in wing wallWing wall4.1Wing wall as per drawing no- SD-113 (Sheet-6 of 6)47.10Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)24.90Total72.00Quantity for12Nos.864Cum5324.224600126.008Providing and laying HYSD bar reinforcement in Super structureFoundation @ 0.06 MT/Cum34.50cum2.070Sub-Structure @ 0.06 MT/Cum13.37cum0.802Super-Structure @ 0.06 MT/Cum31.31cum1.879Total4.751Quantity for12Nos.57.010MT53754.353064514.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar47.10cum0.4710.471Quantity for12Nos.5.652MT53074.03299974.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for12Nos.302.4Cum8286.422505813.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side210.84021.6821.68RMQuantity for12Nos.260.16RM3288.56855552.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb210.8400.47510.310.3SqmQuantity for12Nos.123.6Sqm45.945678.0013Providing and applying cement paint to parapet and railingParapet210.8400.8618.6418.64SqmQuantity for12Nos.223.68Sqm33.057393.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.602.0028.8Wing wall43.8180.601.67515.3544.15CumQuantity for12Nos.529.8Cum1198.21634812.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(2+1)/2x3.818} x0.5= 12121236NoQuantity for12Nos.432No155.1267012.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for12Nos.24Nos8171.02196104.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9010.840.0758.868.86CumQuantity for12Nos.106.32Cum9548.931015242.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.302.3502.82For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5410.02SqmQuantity for12Nos.120.24Sqm292.1035122.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for12Nos.86.40Sqm14.141222.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.154.46Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.153.818.27CumQuantity for12Nos.99.18Cum587.7058288.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.308.91Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.37.6116.52CumQuantity for12Nos.198.24Cum1052.97208741.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%198.2439.65Cum3801.25150712.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.007.400.306.66Boulder appron after curtain wall at U/S11.507.400.303.339.99CumQuantity for12Nos.119.88Cum4119.14493803.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.0019.2019.20Cum12Nos.230.40Cum491.42113223.00Total22440941.001870078.42
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
3x3 Box Cell Culvert Detailed Estimate for 3.0 x 3.0m Box Cell Culvert.Total = 9 NosSl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 3+ 0.42x2 + 0.9x2 + 0.1x2 = 5.84, D= 0.3+0.42+0.15+0..3 = 1.17112.205.841.17083.36CumWing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6411.95140.99Wing wall low end41.42.011.9521.95Curtain wall up streamL=(4.84+4.84+3)=12.68112.681.502.4546.60Curtain wall down stream112.681.852.9569.2Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.7556.92Boulder appron after curtain wall at D/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6813.0012.681.0539.94Boulder appron after curtain wall at U/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6911.5012.681.0519.97Box Toe portion : 0.3 + 0.78 = 1.08 D=1.2-0.42=0.7825.841.080.789.84Deduction for Wing Wall Portion (U/S)-21.870Sqm1.95-7.29Deduction for Wing Wall Portion (D/S)-22.300Sqm1.95-8.97472.51CumQuantity for9Nos.4252.59Cum33.04140506.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.205.840.3021.37Wing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6410.3021.69Wing wall low end41.42.010.303.3846.44CumQuantity for9Nos.417.96Cum416.72174172.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.205.840.1510.69Box toe portion B=SQRT(0.78*0.78*2)=1.1025.841.100.151.93Below wing wall46.8442.6410.1510.85Wing wall low end41.402.010.151.69Below curtain wall up stream112.681.500.152.85Below curtain wall down stream112.681.850.153.52Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.8424.847.840.1511.38Below approach slab212.003.500.1512.655.51CumQuantity for9Nos.499.59Cum4411.082203731.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.005.640.4228.43Toe portion : ( 0.3 + 1.08 ) / 2 = 0.69 1.2 - 0.42 = 0.7825.640.690.786.0734.5CumQuantity for9Nos.310.5Cum5653.891755533.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 3.0 - 0.7 = 2.3212.000.422.3023.18Haunch Bottom inside212.000.150.0750.2723.45CumQuantity for9Nos.211.05Cum5990.091264208.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.420.707.06Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.003.840.4219.35Kerb: ( 3.84 + 3.5x2 ) =10.84 B=(0.55/0.5)/2=0.53210.840.530.303.4133.33CumQuantity for9Nos.299.97Cum6491.081947129.007PCC M20 in sub structure in wing wallWing wallWing wall as per drawing no- SD-113 (Sheet-4 of 6)99.80Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)42.700.000Total142.50Quantity for9Nos.1282.5Cum5324.226828312.008Providing and laying HYSD bar reinforcement in SuperstructureReiforcement as per drawing no- SD-108 (Sheet- 2 of 6)5.658Total5.66Quantity for9Nos.50.922MT53754.352737279.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar99.80cum0.780.78Quantity for9Nos.7.02MT53074.03372580.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for9Nos.226.8Cum8286.421879360.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side210.84021.6821.68RMQuantity for9Nos.195.12RM3288.56641664.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb210.8400.47510.310.3SqmQuantity for9Nos.92.7Sqm45.944259.0013Providing and applying cement paint to parapet and railingParapet210.8400.8618.6418.64SqmQuantity for9Nos.167.76Sqm33.055544.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.603.0043.2Wing wall D=((3.79-1.5)+1)/2=1.6546.8440.602.2136.379.5CumQuantity for9Nos.715.5Cum1198.21857319.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(3+1)/2x6.844} x0.5= 12282852NoQuantity for9Nos.468No155.1272596.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for9Nos.18Nos8171.02147078.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9010.840.0758.868.86CumQuantity for9Nos.79.74Cum9548.93761432.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.423.4205.75For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5413.54SqmQuantity for9Nos.121.86Sqm292.1035595.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for9Nos.64.80Sqm14.14916.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.1511.09Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.1511.3822.47CumQuantity for9Nos.202.25952Cum587.70118868.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.3022.19Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.3022.7744.96CumQuantity for9Nos.404.60904Cum1052.97426041.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%404.6180.92Cum3801.25307604.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0012.680.3011.41Boulder appron after curtain wall at U/S11.5012.680.305.7117.12CumQuantity for9Nos.154.08Cum4119.14634677.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.5024.0024.00Cum9Nos.216.00Cum372.5380466.00Total23396869.002599652.11
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
Box cell culvert 3x4Detailed Estimate for Re-construction of 3.0 x 4.0m Box Cell Culvert.Total = 3 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.15x2 = 12.30, B= 4 + 0.550x2 + 1.20x2 + 0.1x2 = 7.70, D= 0.3+0.550+0.15+0.3 = 1.3112.205.841.3092.62CumWing wall : ( 7.035 + 2.05 ) / 2 =4.5449.844.542.45438.09Wing wall low end41.402.052.4528.13Curtain wall up stream123.321.502.4585.70Curtain wall down stream123.321.852.95127.27Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.165.840.75124.04Boulder appron after curtain wall at D/S13.0023.321.0573.46Boulder appron after curtain wall at U/S11.5023.321.0536.73Box Toe portion : 0.3 + 0.52 = 0.8229.600.820.528.191014.22CumQuantity for3Nos.3042.66Cum33.04100530.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.205.840.3021.37Wing wall : ( 7.035 + 2.05 ) / 2 = 4.54412.954.540.3070.60Wing wall low end41.402.050.303.4495.42CumQuantity for3Nos.286.26Cum416.72119290.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.205.840.1510.69Below wing wall412.954.540.1535.30Wing wall low end41.402.050.151.72PCC M15 under Curtain wall as per drawing no- SD-111 (Sheet-4 of 4)9.00Floor apron as per drawing no- SD-111 (Sheet-4 of 4)22.90Below approach slab212.003.500.1512.6092.21CumQuantity for3Nos.276.63Cum4411.081220235.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.005.840.6847.65Toe portion : ( 0.3 + 0.82 ) / 2 = 0.56, 1.2 - 0.68 = 0.5225.840.560.523.4051.06Quantity for3Nos.153.17Cum5653.89865989.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 4.0 - 0.7 = 3.30212.000.553.3043.56Haunch Bottom inside212.000.150.080.2743.83Quantity for3Nos.131.49Cum5990.09787637.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.550.709.24Haunch top inside212.000.150.080.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.005.100.5835.50Kerb: ( 6.4 + 3.5x2 ) = 13.40213.400.550.304.4252.67CumQuantity for3Nos.158.00Cum6491.081025617.007Plain/Reinforced cement concrete M-20 in open foundation and sub-structure as per drawing and technical specifications and as per clause No.1500,1700,2100 and 2100 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th rWing wallWing wall as per drawing no- SD-113 (Sheet-6 of 6)191.99Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)60.30252.29CumQuantity for3Nos.756.87Cum5324.224029742.008Providing and laying HYSD bar reinforcement in SuperstructureFoundation @ 0.05 MT/Cum51.06cum2.553Sub-Structure @ 0.05 MT/Cum43.83cum2.192Super-Structure @ 0.05 MT/Cum52.67cum2.633Total7.378Quantity for3Nos.22.133MT53754.351189747.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar192cum1.51Total1.51Quantity for3Nos.4.52MT53074.03239967.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.2025.20CumQuantity for3Nos.75.60Cum8286.42626453.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.4026.8026.80RMQuantity for3Nos.80.40RM3288.56264400.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.400.4812.7312.73SqmQuantity for3Nos.38.19Sqm45.941754.0013Providing and applying cement paint to parapet and railingParapet213.400.8623.0523.05SqmQuantity for3Nos.69.14Sqm33.052285.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger siBox wall212.000.604.0057.60Wing wall412.950.603.0093.25150.85CumQuantity for3Nos.452.56Cum1198.21542266.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 x2.5 = 606060.00Wing wall : 4 x { 1/2x(4+1)x9.841} x0.5 = 494949.00109.00NoQuantity for3Nos.327.00No155.1250724.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification22.0044NosQuantity for3Nos.12Nos8108.9097307.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab & approach slab110.9013.400.07510.9510.95CumQuantity for3Nos.32.86Cum9548.93313811.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint42.024.7838.60-do-40.550.851.8747.67SqmQuantity for3Nos.143.02Sqm292.1041775.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for3Nos.21.60Sqm14.14305.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall9.841/(sq root 2), so A = 6.96Return wall =1.40, so L = 6.96+1.40 = 8.36m4 x[ (8.36+1.4)/2]x 8.364.0040.79sqm0.3048.95Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.3077.82126.77CumQuantity for3Nos.380.31Cum587.70223511.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall9.841/(sq root 2), so A = 6.96Return wall =1.40, so L = 6.96+1.40 = 8.36m4 x[ (8.36+1.4)/2]x 8.364.0040.79sqm0.3048.95Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.3077.82126.77CumQuantity for3Nos.380.31Cum1052.97400459.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%380.3176.06Cum3801.25289134.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0023.320.7552.47Boulder appron after curtain wall at U/S11.5023.320.7526.2478.71CumQuantity for3Nos.236.12Cum4119.14972591.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.404.5043.2043.20Cum3Nos.129.60Cum372.5348280.00Total13453809.004484603.00
Page &P&R&AExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
4x3 Box Cell CulvertDetailed Estimate for 4.0 x 3.0m Box Cell Culvert.Total = 2 NosSl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 3+ 0.42x2 + 0.9x2 + 0.1x2 = 5.84, D= 0.3+0.42+0.15+0..3 = 1.17112.207.701.170109.91CumWing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6411.95140.99Wing wall low end41.42.011.9521.95Curtain wall up streamL=(4.84+4.84+3)=12.68112.681.502.4546.60Curtain wall down stream112.681.852.9569.2Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.7556.92Boulder appron after curtain wall at D/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6813.0012.681.0539.94Boulder appron after curtain wall at U/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6911.5012.681.0519.97Box Toe portion : 0.3 + 0.78 = 1.08 D=1.2-0.42=0.7827.701.080.7812.97Deduction for Wing Wall Portion (U/S)-21.870Sqm1.95-7.29Deduction for Wing Wall Portion (D/S)-22.300Sqm1.95-8.97502.19CumQuantity for2Nos.1004.38Cum33.0433185.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.207.700.3028.18Wing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6410.3021.69Wing wall low end41.42.010.303.3853.25CumQuantity for2Nos.106.5Cum416.7244381.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.207.700.1514.09Box toe portion B=SQRT(0.78*0.78*2)=1.1027.701.100.152.54Below wing wall46.8442.6410.1510.85Wing wall low end41.402.010.151.69Below curtain wall up stream112.681.500.152.85Below curtain wall down stream112.681.850.153.52Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.8424.847.840.1511.38Below approach slab212.003.500.1512.659.52CumQuantity for2Nos.119.04Cum4411.08525095.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.007.500.6861.2Toe portion : ( 0.3 + 1.08 ) / 2 = 0.69 1.2 - 0.42 = 0.7827.500.690.788.0769.27CumQuantity for2Nos.138.54Cum5653.89783290.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 3.0 - 0.7 = 2.3212.000.552.3030.36Haunch Bottom inside212.000.150.0750.2730.63CumQuantity for2Nos.61.26Cum5990.09366953.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.550.709.24Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.005.100.5835.5Kerb: ( 3.84 + 3.5x2 ) =10.84 B=(0.55/0.5)/2=0.53213.400.530.304.2252.47CumQuantity for2Nos.104.94Cum6491.08681174.007PCC M20 in sub structure in wing wallWing wallWing wall as per drawing no- SD-113 (Sheet-4 of 6)99.80Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)42.700.000Total142.50Quantity for2Nos.285Cum5324.221517403.008Providing and laying HYSD bar reinforcement in SuperstructureFoundation @ 0.05 MT/Cum69.27cum3.464Sub-Structure @ 0.05 MT/Cum30.63cum1.532Super-Structure @ 0.05 MT/Cum52.47cum2.624Total7.62Quantity for2Nos.15.237MT53754.35819055.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar99.80cum0.780.78Quantity for2Nos.1.56MT53074.0382795.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for2Nos.50.4Cum8286.42417636.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.40026.8026.80RMQuantity for2Nos.53.6RM3288.56176267.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.4000.47512.7312.73SqmQuantity for2Nos.25.46Sqm45.941170.0013Providing and applying cement paint to parapet and railingParapet213.4000.8623.0523.05SqmQuantity for2Nos.46.1Sqm33.051524.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.603.0043.2Wing wall D=((3.79-1.5)+1)/2=1.6546.8440.602.2136.379.5CumQuantity for2Nos.159Cum1198.21190515.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(3+1)/2x6.844} x0.5= 12282852NoQuantity for2Nos.104No155.1216132.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for2Nos.4Nos8171.0232684.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9013.400.07510.9510.95CumQuantity for2Nos.21.9Cum9548.93209122.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.423.4205.75For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5413.54SqmQuantity for2Nos.27.08Sqm292.107910.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for2Nos.14.40Sqm14.14204.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.1511.09Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.1511.3822.47CumQuantity for2Nos.44.94656Cum587.7026415.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.3022.19Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.3022.7744.96CumQuantity for2Nos.89.91312Cum1052.9794676.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%89.9117.98Cum3801.2568356.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0012.680.3011.41Boulder appron after curtain wall at U/S11.5012.680.305.7117.12CumQuantity for2Nos.34.24Cum4119.14141039.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.5024.0024.00Cum2Nos.48.00Cum372.5317881.00Total6254862.003127431.00
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
Box cell culvert 4x4Detailed Estimate for Re-construction of 4.0 x 4.0m Box Cell Culvert.Total = 1 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.15x2 = 12.30, B= 4 + 0.550x2 + 1.20x2 + 0.1x2 = 7.70, D= 0.3+0.550+0.15+0.3 = 1.3112.207.701.30122.12CumWing wall : ( 7.035 + 2.05 ) / 2 =4.5449.844.542.45438.09Wing wall low end41.402.052.4528.13Curtain wall up stream123.321.502.4585.70Curtain wall down stream123.321.852.95127.27Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.167.700.75163.55Boulder appron after curtain wall at D/S13.0023.321.0573.46Boulder appron after curtain wall at U/S11.5023.321.0536.73Box Toe portion : 0.3 + 0.52 = 0.8229.600.820.528.191083.23CumQuantity for1Nos.1083.23Cum33.0435790.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.207.700.3028.18Wing wall : ( 7.035 + 2.05 ) / 2 = 4.54412.954.540.3070.60Wing wall low end41.402.050.303.44102.23CumQuantity for1Nos.102.23Cum416.7242600.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.207.700.1514.09Below wing wall412.954.540.1535.30Wing wall low end41.402.050.151.72PCC M15 under Curtain wall as per drawing no- SD-111 (Sheet-4 of 4)9.00Floor apron as per drawing no- SD-111 (Sheet-4 of 4)22.90Below approach slab212.903.500.1513.5596.56CumQuantity for1Nos.96.56Cum4411.08425928.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.007.500.6861.20Toe portion : ( 0.3 + 0.82 ) / 2 = 0.56, 1.2 - 0.68 = 0.5227.500.560.524.3765.57Quantity for1Nos.65.57Cum5653.89370714.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 4.0 - 0.7 = 3.30212.000.553.3043.56Haunch Bottom inside212.000.150.080.2743.83Quantity for1Nos.43.83Cum5990.09262546.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.550.709.24Haunch top inside212.000.150.080.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.005.100.5835.50Kerb: ( 6.4 + 3.5x2 ) = 13.40213.400.550.304.4252.67CumQuantity for1Nos.52.67Cum6491.08341872.007Plain/Reinforced cement concrete M-20 in open foundation and sub-structure as per drawing and technical specifications and as per clause No.1500,1700,2100 and 2100 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th rWing wallWing wall as per drawing no- SD-113 (Sheet-6 of 6)191.99Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)60.30252.29CumQuantity for1Nos.252.29Cum5324.221343247.008Providing and laying HYSD bar reinforcement in SuperstructureReiforcement as per drawing no- SD-108 (Sheet- 5 of 6)9.154Total9.15Quantity for1Nos.9.15MT53754.35492067.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar192cum1.51Total1.51Quantity for1Nos.1.51MT53074.0379989.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.2025.20CumQuantity for1Nos.25.20Cum8286.42208818.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.4026.8026.80RMQuantity for1Nos.26.80RM3288.5688133.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.400.4812.7312.73SqmQuantity for1Nos.12.73Sqm45.94585.0013Providing and applying cement paint to parapet and railingParapet213.400.8623.0523.05SqmQuantity for1Nos.23.05Sqm33.05762.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger siBox wall212.000.604.0057.60Wing wall412.950.603.0093.25150.85CumQuantity for1Nos.150.85Cum1198.21180755.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 x2.5 = 606060.00Wing wall : 4 x { 1/2x(4+1)x9.841} x0.5 = 494949.00109.00NoQuantity for1Nos.109.00No155.1216908.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification22.0044NosQuantity for1Nos.4Nos8108.9032436.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab & approach slab110.905.100.0754.174.17CumQuantity for1Nos.4.17Cum9548.9339812.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint42.024.7838.60-do-40.550.851.8747.67SqmQuantity for1Nos.47.67Sqm292.1013925.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for1Nos.7.20Sqm14.14102.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall9.841/(sq root 2), so A = 6.96Return wall =1.40, so L = 6.96+1.40 = 8.36m4 x[ (8.36+1.4)/2]x 8.364.0040.79sqm0.3048.95Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.3077.82126.77CumQuantity for1Nos.126.77Cum587.7074504.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall9.841/(sq root 2), so A = 6.96Return wall =1.40, so L = 6.96+1.40 = 8.36m4 x[ (8.36+1.4)/2]x 8.364.0040.79sqm0.3048.95Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.3077.82126.77CumQuantity for1Nos.126.77Cum1052.97133486.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%126.7725.35Cum3801.2596378.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0023.320.7552.47Boulder appron after curtain wall at U/S11.5023.320.7526.2478.71CumQuantity for1Nos.78.71Cum4119.14324197.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.404.5043.2043.20Cum1Nos.43.20Cum372.5316093.00Total4621647.004621647.00
Page &P&R&AExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
Box cell culvert 4x5Detailed Estimate for Re-construction of 4.0 x 5.0m Box Cell Culvert.Total = 1 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.15x2 = 12.30, B= 5 + 0.70x2 + 1.50x2 + 0.1x2 = 9.60, D= 0.3+0.68+0.15+0.3 = 1.43112.207.701.43134.33CumWing wall : ( 7.035 + 2.05 ) / 2 =4.54412.954.542.45576.58Wing wall low end41.402.052.4528.13Curtain wall up stream123.321.502.4585.70Curtain wall down stream123.321.852.95127.27Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.75194.56Boulder appron after curtain wall at D/S13.0023.321.0573.46Boulder appron after curtain wall at U/S11.5023.321.0536.73Box Toe portion : 0.3 + 0.52 = 0.8229.600.820.528.191264.94CumQuantity for1Nos.1264.94Cum33.0441794.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.207.700.3028.18Wing wall : ( 7.035 + 2.05 ) / 2 = 4.54412.954.540.3070.60Wing wall low end41.402.050.303.44102.23CumQuantity for1Nos.102.23Cum416.7242600.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.207.700.1514.09Below wing wall412.954.540.1535.30Wing wall low end41.402.050.151.72PCC M15 under Curtain wall as per drawing no- SD-111 (Sheet-4 of 4)11.70Floor apron as per drawing no- SD-111 (Sheet-4 of 4)38.90Below approach slab212.003.500.1512.60114.31CumQuantity for1Nos.114.31Cum4411.08504247.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.007.500.6861.20Toe portion : ( 0.3 + 0.82 ) / 2 = 0.56, 1.2 - 0.68 = 0.5229.400.560.525.4766.67Quantity for1Nos.66.67Cum5653.89376971.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 5.0 - 0.7 = 4.30212.000.704.3072.24Haunch Bottom inside212.000.150.080.2772.51Quantity for1Nos.72.51Cum5990.09434341.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.700.7011.76Haunch top inside212.000.150.080.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.005.100.5835.50Kerb: ( 6.4 + 3.5x2 ) = 13.40213.400.550.304.4255.19CumQuantity for1Nos.55.19Cum6491.08358230.007Plain/Reinforced cement concrete M-20 in open foundation and sub-structure as per drawing and technical specifications and as per clause No.1500,1700,2100 and 2100 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision)etc complete.Wing wallWing wall as per drawing no- SD-113 (Sheet-6 of 6)446.95Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)78.50525.45CumQuantity for1Nos.525.45Cum5324.222797611.008Providing and laying HYSD bar reinforcement in SuperstructureFoundation @ 0.05 MT/Cum66.67cum3.334Sub-Structure @ 0.05 MT/Cum72.51cum3.626Super-Structure @ 0.05 MT/Cum55.19cum2.759Total9.72Quantity for1Nos.9.72MT53754.35522419.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar447cum3.51Total3.51Quantity for1Nos.3.51MT53074.03186213.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.2025.20CumQuantity for1Nos.25.20Cum8286.42208818.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.4026.8026.80RMQuantity for1Nos.26.80RM3288.5688133.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.400.4812.7312.73SqmQuantity for1Nos.12.73Sqm45.94585.0013Providing and applying cement paint to parapet and railingParapet213.400.8623.0523.05SqmQuantity for1Nos.23.05Sqm33.05762.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger siBox wall212.000.605.0072.00Wing wall412.950.603.0093.25165.25CumQuantity for1Nos.165.25Cum1198.21198009.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 x2.5 = 606060.00Wing wall : 4 x { 1/2x(5+1)x12.95} x0.5 = 787878.00138.00NoQuantity for1Nos.138.00No155.1221407.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification22.0044NosQuantity for1Nos.4Nos8108.9032436.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab & approach slab110.9013.500.07511.0411.04CumQuantity for1Nos.11.04Cum9548.93105384.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint42.024.7838.60-do-40.550.851.8747.67SqmQuantity for1Nos.47.67Sqm292.1013925.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for1Nos.7.20Sqm14.14102.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall12.95/(sq root 2), so A = 9.157Return wall =1.40, so L = 9.157+1.40 = 10.55m4 x[ (10.55+1.4)/2]x 11.404.0068.12sqm0.1540.87Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.1538.9179.78CumQuantity for1Nos.79.78Cum587.7046887.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall12.95/(sq root 2), so A = 9.157Return wall =1.40, so L = 9.157+1.40 = 10.55m4 x[ (10.55+1.4)/2]x 11.404.0068.12sqm0.3081.74Boulder appron curtain wall to box: ( 23.32 + 5 ) / 2 = 14.16214.169.160.3077.82159.56CumQuantity for1Nos.159.56Cum1052.97168013.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%159.5631.91Cum3801.25121307.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0023.320.7552.47Boulder appron after curtain wall at U/S11.5023.320.7526.2478.71CumQuantity for1Nos.78.71Cum4119.14324197.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.405.0048.0048.00Cum1Nos.48.00Cum372.5317881.00Total6612272.006612272.00
Page &P&R&AExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
5x3 Box Cell CulvertDetailed Estimate for 5.0 x 3.0m Box Cell Culvert.Total = 3 NosSl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 3+ 0.42x2 + 0.9x2 + 0.1x2 = 5.84, D= 0.3+0.42+0.15+0..3 = 1.17112.209.601.170137.03CumWing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6411.95140.99Wing wall low end41.42.011.9521.95Curtain wall up streamL=(4.84+4.84+3)=12.68112.681.502.4546.60Curtain wall down stream112.681.852.9569.2Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.7556.92Boulder appron after curtain wall at D/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6813.0012.681.0539.94Boulder appron after curtain wall at U/S D=0.3+0.75=1.05 B=(4.84*2+3)=12.6911.5012.681.0519.97Box Toe portion : 0.3 + 0.78 = 1.08 D=1.2-0.42=0.7829.601.080.7816.17Deduction for Wing Wall Portion (U/S)-21.870Sqm1.95-7.29Deduction for Wing Wall Portion (D/S)-22.300Sqm1.95-8.97532.51CumQuantity for3Nos.1597.53Cum33.0452782.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.209.600.3035.14Wing wall : L=SQRT(4.84*4.84*2)=6.84446.8442.6410.3021.69Wing wall low end41.42.010.303.3860.21CumQuantity for3Nos.180.63Cum416.7275272.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.209.600.1517.57Box toe portion B=SQRT(0.78*0.78*2)=1.1029.601.100.153.17Below wing wall46.8442.6410.1510.85Wing wall low end41.402.010.151.69Below curtain wall up stream112.681.500.152.85Below curtain wall down stream112.681.850.153.52Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.8424.847.840.1511.38Below approach slab212.003.500.1512.663.63CumQuantity for3Nos.190.89Cum4411.08842031.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.009.400.6876.7Toe portion : ( 0.3 + 1.08 ) / 2 = 0.69 1.2 - 0.42 = 0.7829.400.690.7810.1286.82CumQuantity for3Nos.260.46Cum5653.891472612.005RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 3.0 - 0.7 = 2.3212.000.702.3038.64Haunch Bottom inside212.000.150.0750.2738.91CumQuantity for3Nos.116.73Cum5990.09699223.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.700.7011.76Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.006.400.5844.54Kerb: ( 3.84 + 3.5x2 ) =10.84 B=(0.55/0.5)/2=0.53213.400.530.304.2264.03CumQuantity for3Nos.192.09Cum6491.081246872.007PCC M20 in sub structure in wing wallWing wallWing wall as per drawing no- SD-113 (Sheet-4 of 6)99.80Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)42.700.000Total142.50Quantity for3Nos.427.5Cum5324.222276104.008Providing and laying HYSD bar reinforcement in SuperstructureFoundation @ 0.05 MT/Cum86.82cum4.341Sub-Structure @ 0.05 MT/Cum38.91cum1.946Super-Structure @ 0.05 MT/Cum64.03cum3.202Total9.488Quantity for3Nos.28.464MT53754.351530064.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar99.80cum0.780.78Quantity for3Nos.2.34MT53074.03124193.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for3Nos.75.6Cum8286.42626453.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.40026.8026.80RMQuantity for3Nos.80.4RM3288.56264400.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.4000.47512.7312.73SqmQuantity for3Nos.38.19Sqm45.941754.0013Providing and applying cement paint to parapet and railingParapet213.4000.8623.0523.05SqmQuantity for3Nos.69.15Sqm33.052285.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.603.0043.2Wing wall D=((3.79-1.5)+1)/2=1.6546.8440.602.2136.379.5CumQuantity for3Nos.238.5Cum1198.21285773.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical SpecificationsAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(3+1)/2x6.844} x0.5= 12282852NoQuantity for3Nos.156No155.1224199.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for3Nos.6Nos8171.0249026.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9010.840.0758.868.86CumQuantity for3Nos.26.58Cum9548.93253811.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.423.4205.75For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5413.54SqmQuantity for3Nos.40.62Sqm292.1011865.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for3Nos.21.60Sqm14.14305.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.1511.09Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.1511.3822.47CumQuantity for3Nos.67.41984Cum587.7039623.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall6.84/(sq. root 2), so A = 4.84Return wall =1.40, so L = 4.84+1.40 = 6.24m4 x[ (6.24+1.4)/2]x 4.844.0018.49sqm0.3022.19Boulder appron curtain wall to box: B=( 12.68 + 3 ) / 2 = 7.84 D=0.3+0.3+0.15=0.7524.847.840.3022.7744.96CumQuantity for3Nos.134.86968Cum1052.97142014.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%134.8726.97Cum3801.25102535.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.0012.680.3011.41Boulder appron after curtain wall at U/S11.5012.680.305.7117.12CumQuantity for3Nos.51.36Cum4119.14211559.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.5024.0024.00Cum3Nos.72.00Cum372.5326822.00Total10361577.003453859.00
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
5x2 Box cell culvertDetailed Estimate for 5.0 x 2.0m Box Cell Culvert.Total = 2 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.1x2 = 12.2, B= 2 + 0.3x2 + 0.5x2 + 0.1x2 = 3.8, D= 0.3+0.38+0.15+0..3 = 1.13112.209.601.130132.35CumWing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2281.9566.35Wing wall low end41.42.011.9521.95Curtain wall up stream17.41.502.4527.20Curtain wall down stream17.41.852.9540.39Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.7519.04Boulder appron after curtain wall at D/S D=0.3+0.75=1.0513.007.41.0523.31Boulder appron after curtain wall at U/S D=0.3+0.75=1.0511.507.41.0511.66Box Toe portion : 0.3 + 0.82 = 1.12 D=1.2-0.38=0.8229.601.120.8217.63Deduction for Wing Wall Portion (U/S)-21.600Sqm1.95-6.24Deduction for Wing Wall Portion (D/S)-21.930Sqm1.95-7.53346.11CumQuantity for2Nos.692.22Cum33.0422871.002Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationBelow box112.209.600.3035.14Wing wall : ( 2.445 + 2.01 ) / 2 = 2.22843.8182.2280.3010.21Wing wall low end41.42.010.303.3848.73CumQuantity for2Nos.97.46Cum416.7240614.003M15 Grade Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Below box112.209.600.1517.57Box toe portion B=SQRT(0.82*0.82*2)=1.1629.601.160.153.34Below wing wall43.8182.2280.155.1Wing wall low end41.402.010.151.69Below curtain wall up stream17.401.500.151.67Below curtain wall down stream17.401.850.152.05Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.722.704.700.153.81Below approach slab212.003.500.1512.647.83CumQuantity for2Nos.95.66Cum4411.08421964.004RCC M 25 in in Open Foundation complete as per Drawing and Technical Specifications.Bottom slab112.009.400.6876.7Toe portion : ( 0.3 + 1.12 ) / 2 = 0.71 1.2 - 0.38 = 0.8229.400.710.8210.9587.65CumQuantity for2Nos.175.3Cum5653.89991127.005.05RCC M 25 in sub-structure complete as per drawing and Technical SpecificationsWalls upto construction joint; 2.0 - 0.7 = 1.3212.000.701.3021.84Haunch Bottom inside212.000.150.0750.2722.11CumQuantity for2Nos.44.22Cum5990.09264882.006RCC M 25 in super-structure as per drawing and Technical SpecificationWalls above construction joint212.000.700.7011.76Haunch top inside212.000.150.0750.27Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.45212.000.300.453.24Top slab112.006.400.5844.54Kerb: ( 2.6 + 3.5x2 ) =9.6 B=(0.55/0.5)/2=0.53213.400.530.304.2264.03CumQuantity for2Nos.128.06Cum6491.08831248.007PCC M20 in sub structure in wing wallWing wall4.1Wing wall as per drawing no- SD-113 (Sheet-6 of 6)47.10Curtain wallCurtain wall as per drawing no- SD-111 (Sheet-4 of 4)24.90Total72.00Quantity for2Nos.144Cum5324.22766688.008Providing and laying HYSD bar reinforcement in Super structureFoundation @ 0.05 MT/Cum87.65cum4.383Sub-Structure @ 0.05 MT/Cum22.11cum1.106Super-Structure @ 0.05 MT/Cum64.03cum3.202Total8.690Quantity for2Nos.17.379MT53754.35934197.009Providing and laying HYSD bar reinforcement in Substructure0.1 % for Temparature bar47.10cum0.4710.471Quantity for2Nos.0.942MT53074.0349996.0010RCC M 30 in approach slab incl. reinforcementApproach slab212.003.500.3025.225.2CumQuantity for2Nos.50.4Cum8286.42417636.0011Providing and constructing vertical post and precast railing incl. ReinforcementRoad side213.40026.8026.80RMQuantity for2Nos.53.6RM3288.56176267.0012Providing and applying synthetic enamel paint to kerb with alternate stripsKerb213.4000.47512.7312.73SqmQuantity for2Nos.25.46Sqm45.941170.0013Providing and applying cement paint to parapet and railingParapet213.4000.8623.0523.05SqmQuantity for2Nos.46.1Sqm33.051524.0014Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Box wall212.000.602.0028.8Wing wall43.8180.601.67515.3544.15CumQuantity for2Nos.88.3Cum1198.21105802.0015Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalAbutment wall : 2 x 12 = 242424Wing wall : 4 x {(2+1)/2x3.818} x0.5= 12121236NoQuantity for2Nos.72No155.1211169.0016Providing and laying Drainage Spouts complete as per drawing and Technical specification12.0022NosQuantity for2Nos.4Nos8171.0232684.0017Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsOver slab110.9013.500.07511.0411.04CumQuantity for2Nos.22.08Cum9548.93210840.0018Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Approach slab end212.000.307.20Wing wall and abutment joint40.302.3502.82For inside hunch (Triangular Portion)40.150.0750.05Haunch for approach slab ; ( 0.3 + 0.6 ) / 2 = 0.4540.3000.450.5410.02SqmQuantity for2Nos.20.04Sqm292.105854.0019Providing & fixing Tar paperBelow approach slab212.000.307.207.20SqmQuantity for2Nos.14.40Sqm14.14204.0020Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.154.46Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.153.818.27CumQuantity for2Nos.16.53Cum587.709715.0021Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsWing wall & return wall3.82/(sq. root 2), so A = 2.70Return wall =1.40, so L = 2.70+1.40 =4.1m4 x[ (4.1+1.4)/2]x 2.74.007.43sqm0.308.91Boulder appron curtain wall to box: B=( 7.4 + 2 ) / 2 = 4.7 D=0.3+0.3+0.15=0.7522.74.70.37.6116.52CumQuantity for2Nos.33.04Cum1052.9734790.0022Plain cement concrete (1:3:6) nominal mix in grouting appron and revertments with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects as perTaking 20% volume of stone pitching vide item No.20 =20%33.046.61Cum3801.2525119.0023Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Boulder appron after curtain wall at D/S13.007.400.306.66Boulder appron after curtain wall at U/S11.507.400.303.339.99CumQuantity for2Nos.19.98Cum4119.1482300.0024Back filling with granular materials behind abutment, wing wall and return wall complete as per 710.1.4 of IRC:78 and 2200 of specificaion for Road and bridge works of Ministry of Road Transport and Highways (4th revision) etc.complete.212.000.402.0019.2019.20Cum2Nos.38.40Cum372.5314305.00Total5452966.002726483.00
&A&RPage &PExecutive EngineerN.H Division, Kesinga.Assistant EngineerN.H, U.G. Section, M. Rampur
Box cell culvert 5x5 Detailed Estimate for Re-construction of 5.0 x 5.0m Box Cell Culvert.At CD No- 185/1, 186/1, 187/1 & 191/3.Total = 4 Nos.Sl. NoItemsNos.Length in mtrBreadthin mtrHeightin mtrQuantityUnitRateAmountin Rs.1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withBox : L= 12 + 0.15x2 = 12.30,
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