Group I 3 to 4 m Ht

RCC Retaining Wall For Group I _ 3 to 4 m Ht. for 1m length & 1 no.0.300

3.113.1001.603.600.80

1.5000.80.5001.3000.0001.302

0.5000.500

2.600

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.002.802.105.880

TotalCum5.8802Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.002.800.100.280

TotalCum0.2803Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.002.600.501.300Part - 2cum11.000.800.0000.000Part - 3cum11.001.300.0000.000Part - 4cum11.000.500.000.000

TotalCum1.3004Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3003.1000.930Part - 6cum11.000.2001.5500.310

TotalCum1.2405Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T1.30 @ 60.18 kg/cu.m0.078Retaining Wall (Stem)M.T1.24 @ 83.46 kg/cu.m0.103

TotalCum0.182

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014083.6128.852.4771.15a20083.6128.850.000.00c12021552.82514.132.4734.83c21230081.0008.000.897.10d112170191.00019.000.8916.87d200101.00010.000.000.00e11624052.12510.631.5816.77e21230071.0007.000.896.21f10441.0004.000.622.47s11030041.3255.300.623.27s21030051.0005.000.623.08s31030041.8257.300.624.50s41030001.0000.000.620.00s51030043.52514.100.628.69s610300111.00011.000.626.78

TOTAL STEEL for( Foundation + Substructure) kg/m181.73147.8853897116TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s478.24TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6103.50

Steel for Foundation in kg/cu.m60.18kg/cu.mSteel for substructure in kg/cu.m83.46kg/cu.m

71.5489984884

562431

Group II 4 to 5 m Ht

RCC Retaining Wall For Group II _ 4 to 5 m Ht. for 1m length & 1 no.0.300

4.414.4002.904.901.30

1.5001.30.6001.9000.0001.902

0.5000.500

3.800

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.004.002.108.400

TotalCum8.4002Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.004.000.100.400

TotalCum0.4003Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.003.800.501.900Part - 2cum11.001.300.0000.000Part - 3cum11.001.900.0000.000Part - 4cum11.000.600.000.000

TotalCum1.9004Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3004.4001.320Part - 6cum11.000.3002.2000.660

TotalCum1.9805Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T1.90 @ 52.61 kg/cu.m0.100Retaining Wall (Stem)M.T1.98 @ 71.27 kg/cu.m0.141

TotalCum0.241

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014084.9139.282.4796.87a20084.9139.280.000.00c12021553.52517.632.4743.47c212300101.00010.000.898.88d112170261.00026.000.8923.08d200131.00013.000.000.00e11624052.72513.631.5821.50e21230091.0009.000.897.99f10441.0004.000.622.47s11030041.9257.700.624.75s21030071.0007.000.624.32s31030042.4259.700.625.98s41030011.0001.000.620.62s51030044.82519.300.6211.90s610300151.00015.000.629.25

TOTAL STEEL for( Foundation + Substructure) kg/m241.07196.1697083514TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s499.97TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6141.11

Steel for Foundation in kg/cu.m52.61kg/cu.mSteel for substructure in kg/cu.m71.27kg/cu.m

62.1315554725

562431

Group III 5 to 6 m Ht

RCC Retaining Wall For Group II _ 5 to 6 m Ht. for 1m length & 1 no.0.300

5.435.4004.106.101.71

1.3001.70.9002.6000.2002.612

0.5000.700

5.200

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.005.402.1011.340

TotalCum11.3402Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.005.400.100.540

TotalCum0.5403Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.005.200.502.600Part - 2cum11.001.700.1000.170Part - 3cum11.002.600.1000.260Part - 4cum11.000.900.200.180

TotalCum3.2104Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3005.4001.620Part - 6cum11.000.6002.7001.620

TotalCum3.2405Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T3.21 @ 40.25 kg/cu.m0.129Retaining Wall (Stem)M.T3.24 @ 54.13 kg/cu.m0.175

TotalCum0.305

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014086.1349.072.47121.00a20086.1349.070.000.00c12021554.53322.662.4755.89c212300131.00013.000.8911.54d112170321.00032.000.8928.41d200161.00016.000.000.00e11624053.42517.131.5827.03e212300121.00012.000.8910.65f10441.0004.000.622.47s11030042.62510.500.626.47s21030091.0009.000.625.55s31030043.13712.550.627.74s41030031.0003.000.621.85s51030046.02524.100.6214.86s610300181.00018.000.6211.10

TOTAL STEEL for( Foundation + Substructure) kg/m304.56247.8336863694TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4129.19TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6175.37

Steel for Foundation in kg/cu.m40.25kg/cu.mSteel for substructure in kg/cu.m54.13kg/cu.m

47.2185479553

562431

Group IV 6 to 7 m Ht

RCC Retaining Wall For Group II _ 6 to 7 m Ht. for 1m length & 1 no.0.300

5.935.9004.806.802.04

1.1002.00.9003.1000.4003.132

0.5000.900

6.000

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.006.202.1013.020

TotalCum13.0202Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.006.200.100.620

TotalCum0.6203Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.006.000.503.000Part - 2cum11.002.000.2000.400Part - 3cum11.003.100.2000.620Part - 4cum11.000.900.400.360

TotalCum4.3804Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3005.9001.770Part - 6cum11.000.6002.9501.770

TotalCum3.5405Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T4.38 @ 32.79 kg/cu.m0.144Retaining Wall (Stem)M.T3.54 @ 55.01 kg/cu.m0.195

TotalCum0.338

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014086.8354.642.47134.76a20086.8354.640.000.00c12021555.05125.252.4762.28c212300141.00014.000.8912.43d112170351.00035.000.8931.07d200181.00018.000.000.00e11624053.72518.631.5829.40e212300131.00013.000.8911.54f10441.0004.000.622.47s11030043.12512.500.627.71s210300111.00011.000.626.78s31030043.46513.860.628.54s41030041.0004.000.622.47s51030046.72526.900.6216.58s610300201.00020.000.6212.33

TOTAL STEEL for( Foundation + Substructure) kg/m338.36275.338240913TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4143.61TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6194.75

Steel for Foundation in kg/cu.m32.79kg/cu.mSteel for substructure in kg/cu.m55.01kg/cu.m

42.7221752723

562431

Group V 7 to 8 m Ht

RCC Retaining Wall For Group II _ 7 to 8 m Ht. for 1m length & 1 no.0.300

6.856.8005.807.802.55

1.0002.51.1003.8000.5003.832

0.5001.000

7.400

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.007.602.1015.960

TotalCum15.9602Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.007.600.100.760

TotalCum0.7603Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.007.400.503.700Part - 2cum11.002.500.2500.625Part - 3cum11.003.800.2500.950Part - 4cum11.001.100.500.550

TotalCum5.8254Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3006.8002.040Part - 6cum11.000.8003.4002.720

TotalCum4.7605Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T5.83 @ 29.31 kg/cu.m0.171Retaining Wall (Stem)M.T4.76 @ 47.15 kg/cu.m0.224

TotalCum0.395

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014087.8562.782.47154.81a20087.8562.780.000.00c12021555.95829.792.4773.46c212300171.00017.000.8915.09d112170411.00041.000.8936.40d200211.00021.000.000.00e11624054.42522.131.5834.92e212300151.00015.000.8913.32f10441.0004.000.622.47s11030043.82515.300.629.43s210300131.00013.000.628.01s31030044.17516.700.6210.29s41030061.0006.000.623.70s51030047.72530.900.6219.05s610300231.00023.000.6214.18

TOTAL STEEL for( Foundation + Substructure) kg/m395.15321.5490031873TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4170.70TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6224.44

Steel for Foundation in kg/cu.m29.31kg/cu.mSteel for substructure in kg/cu.m47.15kg/cu.m

37.3308871461

562431

Group VI 8 to 9 m Ht

RCC Retaining Wall For Group II _ 8 to 9 m Ht. for 1m length & 1 no.0.300

7.137.1006.408.403.10

0.7003.00.9003.6000.8003.692

0.5001.300

7.500

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.007.702.1016.170

TotalCum16.1702Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.007.700.100.770

TotalCum0.7703Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.007.500.503.750Part - 2cum11.003.000.4001.200Part - 3cum11.003.600.4001.440Part - 4cum11.000.900.800.720

TotalCum7.1104Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3007.1002.130Part - 6cum11.000.6003.5502.130

TotalCum4.2605Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T7.11 @ 23.88 kg/cu.m0.170Retaining Wall (Stem)M.T4.26 @ 56.07 kg/cu.m0.239

TotalCum0.409

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014088.4367.402.47166.22a20088.4367.400.000.00c12021555.61328.062.4769.21c212300161.00016.000.8914.21d112170421.00042.000.8937.29d200211.00021.000.000.00e11624054.72523.631.5837.29e212300161.00016.000.8914.21f10441.0004.000.622.47s11030043.62514.500.628.94s210300121.00012.000.627.40s31030044.53018.120.6211.17s41030081.0008.000.624.93s51030048.32533.300.6220.53s610300241.00024.000.6214.80

TOTAL STEEL for( Foundation + Substructure) kg/m408.66332.5421907975TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4169.82TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6238.84

Steel for Foundation in kg/cu.m23.88kg/cu.mSteel for substructure in kg/cu.m56.07kg/cu.m

35.941673484

562431

Group VII 11 to 12 m Ht

RCC Retaining Wall For Group II _ 8 to 9 m Ht. for 1m length & 1 no.0.300

7.137.1006.408.403.10

0.7003.00.9003.6000.8003.692

0.5001.300

7.500

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.007.702.1016.170

TotalCum16.1702Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.007.700.100.770

TotalCum0.7703Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.007.500.503.750Part - 2cum11.003.000.4001.200Part - 3cum11.003.600.4001.440Part - 4cum11.000.900.800.720

TotalCum7.1104Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.3007.1002.130Part - 6cum11.000.6003.5502.130

TotalCum4.2605Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T7.11 @ 23.88 kg/cu.m0.170Retaining Wall (Stem)M.T4.26 @ 56.07 kg/cu.m0.239

TotalCum0.409

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a12014088.4367.402.47166.22a20088.4367.400.000.00c12021555.61328.062.4769.21c212300161.00016.000.8914.21d112170421.00042.000.8937.29d200211.00021.000.000.00e11624054.72523.631.5837.29e212300161.00016.000.8914.21f10441.0004.000.622.47s11030043.62514.500.628.94s210300121.00012.000.627.40s31030044.53018.120.6211.17s41030081.0008.000.624.93s51030048.32533.300.6220.53s610300241.00024.000.6214.80

TOTAL STEEL for( Foundation + Substructure) kg/m408.66332.5421907975TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4169.82TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6238.84

Steel for Foundation in kg/cu.m23.88kg/cu.mSteel for substructure in kg/cu.m56.07kg/cu.m

35.941673484

562431

Group VIII 13 to 14 m Ht

RCC Retaining Wall For Group II _ 8 to 9 m Ht. for 1m length & 1 no.0.300

11.1511.10011.1013.304.81

0.0004.51.3505.4001.7005.662.2

0.5002.200

11.250

Sr. NoDescriptionUnitNosLengthWidthDepthQuantity1Earthwork in Excavation of Foundation for RCC Retaining wall in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.in ordinary soilcum11.0011.452.3026.335

TotalCum26.3352Plain cement concrete M 15 grade levelling course below foundation and approach slab complete as per Technical Specification Sections 1700, 2100 and 2700.cum11.0011.450.101.145

TotalCum1.1453Providing & Casting in situ controlled Cement Concrete for RCC Work in Retaining Wall Open Foundation including necessary formwork, vibrating, curing and finishing. As per MoRT&H technical specification section 1700.Part - 1cum11.0011.250.505.625Part - 2cum11.004.500.8503.825Part - 3cum11.005.400.8504.590Part - 4cum11.001.351.702.295

TotalCum16.3354Structural cement concrete for reinforced concrete grade M-30 for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.Part - 5cum11.000.30011.1003.330Part - 6cum11.001.0505.5505.828

TotalCum9.1585Providing and fixing in position TMT HYSD reinforcement complete as per drawing and Technical Specification Section 1600.Retaining Wall (Base Slab)M.T16.34 @ 14.89 kg/cu.m0.243Retaining Wall (Stem)M.T9.16 @ 41.21 kg/cu.m0.377

TotalCum0.621

Reinf. For Retaining Wall 1m LengthBar markShapeDiaSpacingNo. of barsLength of barTotal lengthWt.kg/mTotal wt(kg)

a120140813.35106.802.47263.38a200813.35106.800.000.00c12021558.03640.182.4799.09c212300231.00023.000.8920.42d112170661.00066.000.8958.60d200331.00033.000.000.00e11624056.67533.381.5852.68e212300221.00022.000.8919.53f10441.0004.000.622.47s11030045.42521.700.6213.38s210300181.00018.000.6211.10s31030046.68526.740.6216.49s410300131.00013.000.628.01s510300413.22552.900.6232.61s610300371.00037.000.6222.81

TOTAL STEEL for( Foundation + Substructure) kg/m620.57504.9814508048TOTAL STEEL for Foundation kg/mc1+c2+e1+e2+f+s1+s2+s3+s4243.17TOTAL STEEL for substructure kg/ma1+a2+d1+d2+s5+s6377.40

Steel for Foundation in kg/cu.m14.89kg/cu.mSteel for substructure in kg/cu.m41.21kg/cu.m

24.3430506832

562431

Sheet116945062.75416946062.63516945962.646962.6945

INPUT737Sr.NoExi ch.Pr Ch. Data for Proposed Box Culvert (With Cushion) Width of crash barrierMedian WidthWidth of Median side Kerb(One Side)Nos of Carriageway Carriage Way Width ( One Side)Railing or Crash Barrier Width (footpath side)Footpath width (one side)Clear SpanClear Height of Box( Bottom of Top Slab to Top of Bottom of Slab)Depth of Top SlabDepth of Bottom SlabProposed Formation Level ( Average)Existing Ground Level ( Average)Thickness of Wearing CoatThickness of Side Wall of BoxSlope of PitchingSlope of EmbankmentProjection of Bottom SlabHeight of Toe WallWidth of Toe WallWidth of approach slabNo. of cellThickness of inner wallThickness of foothpathThickness of PCC Height of KeyPCC Width of Toe WallThickness of ApronBACK BATTERN 1 in FORNT BATTERN 1 in Angle of SkewWidth of Curtain wall for U/S sideWidth of Curtain wall for D/S sideDepth of Curtain wall for U/S sideDepth of Curtain wall for D/S sideArea of Curtain wall for U/S sideArea of Curtain wall for D/S sideLength of Flexible Apron for U/S sideLength of Flexible Apron for D/S sideThickness of Flexible Apron Thickness of Floor Apron Camberside of wideningCushionRL of Top of Box

UnitKm.Km.NOW(m)H(m)mmmmmmmmmmmmmmmmmmmmmmmmmmmmSQ.mSQ.mmmmm%178-1931New1.00014.0003.0000.500.527.5000.504.003.0000.420.42103.420100.0000.0650.421.51.50.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.300103.1202New 182+48513.0003.000040.5210.0000.503.003.0000.420.4252.50048.6850.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.69551.8053New 184+05713.0003.000040.5210.0000.503.003.0000.420.4251.20047.5000.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.58050.6204184+57813.0003.000040.5210.0000.503.003.0000.420.4248.00044.3100.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.57047.4305New184+69113.0003.000040.5210.0000.503.003.0000.420.4248.00044.3100.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.57047.4306Reconstruction185+28013.0003.000040.5210.0000.503.003.0000.420.4245.00041.0700.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.81044.1907Reconstruction186+75423.0003.000040.5210.0000.503.003.0000.470.45100.00096.5000.0750.42220.31.10.33.52000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.33099.6708New188+18413.0003.000040.5210.0000.503.003.0000.420.4235.10031.1000.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.88034.2209New188+31013.0003.000040.5210.0000.503.003.0000.420.4233.50029.4000.0750.42220.91.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.98032.52010New192+56123.0003.000040.5210.0000.503.003.0000.470.4532.00028.0000.0750.42220.31.10.33.52000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.83031.1700.000140-1780.00011New140+80223.0003.000040.5210.0000.503.003.0000.470.4533.70531.2000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.66534.37012New146+82023.0003.000040.5210.0000.503.003.0000.470.4535.00031.0100.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.82034.18013New147+42223.0003.000040.5210.0000.503.003.0000.470.4534.80332.0500.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.41735.22014New148+05023.0003.000040.5210.0000.503.003.0000.470.4536.87433.2000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.50436.37015New148+15523.0003.000040.5210.0000.503.003.0000.470.4536.7633.2400.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.35036.41016New148+36523.0003.000040.5210.0000.503.003.0000.470.4536.16633.1600.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.16436.33017New148+52523.0003.000040.5210.0000.503.003.0000.470.4535.67833.2500.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.74236.42018New148+60523.0003.000040.5210.0000.503.003.0000.470.4535.43433.1500.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.88636.32019New151+49723.0003.000040.5210.0000.503.003.0000.470.4532.244431.0100.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-1.93634.18020New151+19923.0003.000040.5210.0000.503.003.0000.470.4534.50030.3800.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.95033.55021New152+42623.0003.000040.5210.0000.503.003.0000.470.4534.79531.7900.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.16534.96022New152+64323.0003.000040.5210.0000.503.003.0000.470.4535.40031.3900.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.84034.56023New154+49823.0003.000040.5210.0000.503.003.0000.470.4534.045431.3000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.42534.47024New154+89623.0003.000040.5210.0000.503.003.0000.470.4533.17830.6500.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.64233.82025New155+11823.0003.000040.5210.0000.503.003.0000.470.4533.333830.0000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.16433.17026New156+01723.0003.000040.5210.0000.503.003.0000.470.4535.486432.9000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.58436.07027New156+96923.0003.000040.5210.0000.503.003.0000.470.4533.534430.9000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.53634.07028New157+46523.0003.000040.5210.0000.503.003.0000.470.4532.261530.0000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.90933.17029New163+35523.0003.000040.5210.0000.503.003.0000.470.4536.68434.1700.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.52-0.65637.34030New164+61423.0003.000040.5210.0000.503.003.0000.470.4542.00037.9000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.93041.07031New171+90423.0003.000040.5210.0000.503.003.0000.470.4549.50045.2200.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.521.11048.39032New172+30423.0003.000040.5210.0000.503.003.0000.470.4545.90041.9100.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.82045.08033New175+00023.0003.000040.5210.0000.503.003.0000.470.4535.75031.7800.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.80034.95034New175+93023.0003.000040.5210.0000.503.003.0000.470.4541.00037.0000.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.83040.17035New176+51023.0003.000040.5210.0000.503.003.0000.470.4538.20034.2700.0750.42220.30.90.33.520.3500.151.20.70.453601.51.852.152.651.69252.175360.750.452.520.76037.4400.0000.0000.000Pipe Culvert to Box culvert0.000178-1930.00036New178+44012.0002.000040.5210.0000.502.002.0000.250.337.63432.7100.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.97434.66037New178+84012.0002.000040.5210.0000.502.002.0000.250.338.64335.7220.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.97137.67238New178+91712.0002.000040.5210.0000.502.002.0000.250.338.41035.7000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.76037.65039New179+27512.0002.000040.5210.0000.502.002.0000.250.337.30032.4150.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.93534.36540New179+41812.0002.000040.5210.0000.502.002.0000.250.336.86033.1000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.81035.05041New179+72512.0002.000040.5210.0000.502.002.0000.250.337.58034.0000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.63035.95042New179+84212.0002.000040.5210.0000.502.002.0000.250.338.29033.9920.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.34835.94243New180+00512.0002.000040.5210.0000.502.002.0000.250.339.89235.4000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.54237.35044New180+42512.0002.000040.5210.0000.502.002.0000.250.341.67238.8000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.92240.75045New180+76512.0002.000040.5210.0000.502.002.0000.250.343.29040.5400.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.80042.49046New181+77512.0002.000040.5210.0000.502.002.0000.250.351.00046.9000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.15048.85047New181+87012.0002.000040.5210.0000.502.002.0000.250.349.99046.8200.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.22048.77048New182+44012.0002.000040.5210.0000.502.002.0000.250.356.17048.4000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.525.82050.35049New182+74512.0002.000040.5210.0000.502.002.0000.250.356.52052.2000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.37054.15050New183+12012.0002.000040.5210.0000.502.002.0000.250.340.06737.4430.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.67439.39351New183+33212.0002.000040.5210.0000.502.002.0000.250.354.75051.7750.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02553.72552New183+55812.0002.000040.5210.0000.502.002.0000.250.353.96047.6650.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.524.34549.61553New183+75712.0002.000040.5210.0000.502.002.0000.250.352.79048.4500.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.39050.40054New184+31212.0002.000040.5210.0000.502.002.0000.250.350.60047.6970.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95349.64755New185+16412.0002.000040.5210.0000.502.002.0000.250.345.45042.3000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.20044.25056New185+50112.0002.000040.5210.0000.502.002.0000.250.345.24041.1690.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.522.12143.11957New185+81712.0002.000040.5210.0000.502.002.0000.250.342.10039.5450.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.60541.49558New186+12112.0002.000040.5210.0000.502.002.0000.250.340.52037.7380.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.83239.68859New186+47912.0002.000040.5210.0000.502.002.0000.250.339.44036.2140.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.27638.16460New186+63812.0002.000040.5210.0000.502.002.0000.250.338.97035.2500.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.77037.20061New186+87412.0002.000040.5210.0000.502.002.0000.250.338.77035.0000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.82036.95062New187+24812.0002.000040.5210.0000.502.002.0000.250.340.60038.0760.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.57440.02663New187+44712.0002.000040.5210.0000.502.002.0000.250.345.38542.2420.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.19344.19264New187+65612.0002.000040.5210.0000.502.002.0000.250.348.60545.9660.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.68947.91665New187+93712.0002.000040.5210.0000.502.002.0000.250.353.14850.8900.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.30852.84066New188+05012.0002.000040.5210.0000.502.002.0000.250.334.75031.4000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.40033.35067New188+73912.0002.000040.5210.0000.502.002.0000.250.334.44030.8790.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.61132.82968New188+89812.0002.000040.5210.0000.502.002.0000.250.334.93031.3000.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.68033.25069New189+16812.0002.000040.5210.0000.502.002.0000.250.336.10233.40.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.75235.35070New189+39812.0002.000040.5210.0000.502.002.0000.250.337.11034.5870.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.57336.53771New189+94012.0002.000040.5210.0000.502.002.0000.250.339.095370.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.14538.95072New190+20812.0002.000040.5210.0000.502.002.0000.250.340.074380.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.12439.95073New190+59712.0002.000040.5210.0000.502.002.0000.250.345.89836.50.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.527.44838.45074New191+00712.0002.000040.5210.0000.502.002.0000.250.348.188360.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.5210.23837.95075New191+30712.0002.000040.5210.0000.502.002.0000.250.341.42836.450.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.523.02838.40076New191+80212.0002.000040.5210.0000.502.002.0000.250.338.40035.80.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.65037.75077New192+02812.0002.000040.5210.0000.502.002.0000.250.336.20632.70.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.55634.65078New192+25912.0002.000040.5210.0000.502.002.0000.250.333.13030.450.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.73032.40079New192+73412.0002.000040.5210.0000.502.002.0000.250.330.84028.3050.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.58530.25580New193+52512.0002.000040.5210.0000.502.002.0000.250.330.06426.80.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.31428.7500.000150 to 17881New150+87513.0003.000040.5210.0000.503.003.0000.420.423935.0100.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.87038.13082New151+67513.0003.000040.5210.0000.503.003.0000.420.4234.130.0500.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.93033.17083New151+70412.0002.000040.5210.0000.502.002.0000.250.333.430.4600.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.99032.41084New152+00012.0002.000040.5210.0000.502.002.0000.250.333.3530.4100.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.99032.36085New152+43613.0003.000040.5210.0000.503.003.0000.420.4236.332.350.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.83035.47086New152+62223.0003.000040.5210.0000.503.003.0000.40.4235.931.90.0750.35220.31.10.33.510.2500.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.90035.00087New153+45013.0003.000040.5210.0000.503.003.0000.420.420.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52-3.1203.12088New156+41513.0003.000040.5210.0000.503.003.0000.420.423935.080.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.80038.20089New156+51412.0002.000040.5210.0000.502.002.0000.250.337.534.510.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.04036.46090New157+19612.0002.000040.5210.0000.502.002.0000.250.333.230.230.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02032.18091New157+77012.0002.000040.5210.0000.502.002.0000.250.332.829.830.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02031.78092New158+47723.0003.000040.5210.0000.503.003.0000.40.4233.529.510.0750.35220.31.10.33.510.2500.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.89032.61093New159+08013.0003.000040.5210.0000.503.003.0000.420.423631.940.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.94035.06094New159+33212.0002.000040.5210.0000.502.002.0000.250.337.834.90.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95036.85095New159+89013.0003.000040.5210.0000.503.003.0000.420.4235.631.610.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.87034.73096New159+90513.0003.000040.5210.0000.503.003.0000.420.4235.531.510.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.87034.63097New160+67012.0002.000040.5210.0000.502.002.0000.250.336.933.930.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02035.88098New160+86612.0002.000040.5210.0000.502.002.0000.250.335.732.740.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.01034.69099New161+45012.0002.000040.5210.0000.502.002.0000.250.334.931.9110.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.03933.861100New162+08512.0002.000040.5210.0000.502.002.0000.250.335.332.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.05034.250101New162+71212.0002.000040.5210.0000.502.002.0000.250.336.233.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95035.250102New163+71512.0002.000040.5210.0000.502.002.0000.250.337.234.170.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.08036.120103New163+86112.0002.000040.5210.0000.502.002.0000.250.337.134.180.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.97036.130104New164+05512.0002.000040.5210.0000.502.002.0000.250.337.434.50.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95036.450105New164+07012.0002.000040.5210.0000.502.002.0000.250.338.235.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95037.250106New164+20012.0002.000040.5210.0000.502.002.0000.250.338.135.170.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.98037.120107New164+59613.0003.000040.5210.0000.503.003.0000.420.4241.9380.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.78041.120108New164+60613.0003.000040.5210.0000.503.003.0000.420.4241.936.80.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.98039.920109New164+66012.0002.000040.5210.0000.502.002.0000.250.341.938.90.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.05040.850110New165+05012.0002.000040.5210.0000.502.002.0000.250.343.340.390.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.96042.340111New165+35412.0002.000040.5210.0000.502.002.0000.250.345.242.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95044.250112New165+55012.0002.000040.5210.0000.502.002.0000.250.346.743.750.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.00045.700113New165+98012.0002.000040.5210.0000.502.002.0000.250.35148.10.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95050.050114New165+98512.0002.000040.5210.0000.502.002.0000.250.35148.10.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95050.050115New166+10512.0002.000040.5210.0000.502.002.0000.250.352.549.60.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95051.550116New166+28512.0002.000040.5210.0000.502.002.0000.250.354.451.450.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.00053.400117New166+70512.0002.000040.5210.0000.502.002.0000.250.357.454.4330.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.01756.383118New166+94112.0002.000040.5210.0000.502.002.0000.250.355.352.40.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95054.350119New166+95212.0002.000040.5210.0000.502.002.0000.250.35552.10.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95054.050120New167+35412.0002.000040.5210.0000.502.002.0000.250.352.249.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95051.250121New167+62012.0002.000040.5210.0000.502.002.0000.250.352.349.3880.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.96251.338122New167+68412.0002.000040.5210.0000.502.002.0000.250.352.849.90.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95051.850123New167+69413.0003.000040.5210.0000.503.003.0000.420.4252.749.740.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52-0.16052.860124New168+10012.0002.000040.5210.0000.502.002.0000.250.356.4553.520.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.98055.470125New168+49712.0002.000040.5210.0000.502.002.0000.250.36056.70.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.35058.650126New168+73412.0002.000040.5210.0000.502.002.0000.250.362.759.740.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.01061.690127New168+88512.0002.000040.5210.0000.502.002.0000.250.364.161.1860.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.96463.136128New169+00523.0003.000040.5210.0000.503.003.0000.40.4262.358.310.0750.35220.31.10.33.510.2500.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.89061.410129New169+17512.0002.000040.5210.0000.502.002.0000.250.362.359.3560.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.99461.306130New169+32012.0002.000040.5210.0000.502.002.0000.250.36259.30.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.75061.250131New169+45912.0002.000040.5210.0000.502.002.0000.250.360570.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.05058.950132New169+66012.0002.000040.5210.0000.502.002.0000.250.357.254.0170.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.23355.967133New170+18812.0002.000040.5210.0000.502.002.0000.250.359.456.510.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.94058.460134New170+31712.0002.000040.5210.0000.502.002.0000.250.35754.060.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.99056.010135New170+50712.0002.000040.5210.0000.502.002.0000.250.354.651.70.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95053.650136New170+62512.0002.000040.5210.0000.502.002.0000.250.353.850.830.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02052.780137New170+86012.0002.000040.5210.0000.502.002.0000.250.354.551.530.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.02053.480138New170+96212.0002.000040.5210.0000.502.002.0000.250.354.6551.710.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.99053.660139New171+22512.0002.000040.5210.0000.502.002.0000.250.351.348.3090.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.04150.259140New172+60512.0002.000040.5210.0000.502.002.0000.250.34440.990.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52ERROR:#REF!ERROR:#REF!141New172+65512.0002.000040.5210.0000.502.002.0000.250.34440.990.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.06042.940142New172+84512.0002.000040.5210.0000.502.002.0000.250.343.640.630.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.66042.940143New173+22512.0002.000040.5210.0000.502.002.0000.250.343.740.7380.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.12042.580144New173+67513.0003.000040.5210.0000.503.003.0000.420.424035.250.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52-3.85843.858145New173+83013.0003.000040.5210.0000.503.003.0000.420.4236.733.710.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52-1.67038.370146New174+00912.0003.000040.5210.0000.502.003.0000.250.336.931.780.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.24036.660147New174+26213.0003.000040.5210.0000.503.003.0000.420.4237.9340.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.78037.120148New174+34513.0003.000040.5210.0000.503.003.0000.420.4238.634.6040.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.87637.724149New174+42513.0003.000040.5210.0000.503.003.0000.420.4235.431.430.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.85034.550150New175+22012.0002.000040.5210.0000.502.002.0000.250.334.832.120.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.73034.070151New175+37012.0002.000040.5210.0000.502.002.0000.250.335.832.870.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.98034.820152New176+01512.0002.000040.5210.0000.502.002.0000.250.335.832.870.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.98034.820153New176+60012.0002.000040.5210.0000.502.002.0000.250.338.635.620.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.521.03037.570154New176+77012.0002.000040.5210.0000.502.002.0000.250.339.136.20.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95038.150155New177+06412.0002.000040.5210.0000.502.002.0000.250.344.341.40.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95043.350156New177+42713.0003.000040.5210.0000.503.003.0000.420.4244.540.60.0750.42220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.78043.720157New177+57312.0002.000040.5210.0000.502.002.0000.250.346.543.60.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.520.95045.550

New93+21512.0002.000040.5210.0000.502.002.0000..250.336.2140.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New93+90012.0002.000040.5210.0000.502.002.0000..250.339.64436.9750.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New94+30012.0002.000040.5210.0000.502.002.0000..250.339.03536.4890.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New94+60012.0002.000040.5210.0000.502.002.0000..250.339.54936.9530.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New95+09612.0002.000040.5210.0000.502.002.0000..250.340.27136.150.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New95+52012.0002.000040.5210.0000.502.002.0000..250.340.11937.0180.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New95+85012.0002.000040.5210.0000.502.002.0000..250.339.2836.8360.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New96+20012.0002.000040.5210.0000.502.002.0000..250.339.54836.4950.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New96+75012.0002.000040.5210.0000.502.002.0000..250.338.74336.2340.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New97+45012.0002.000040.5210.0000.502.002.0000..250.339.35436.3810.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New97+85012.0002.000040.5210.0000.502.002.0000..250.338.7336.0040.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New98+25012.0002.000040.5210.0000.502.002.0000..250.339.35835.750.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New98+60012.0002.000040.5210.0000.502.002.0000..250.338.53235.8820.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New98+95012.0002.000040.5210.0000.502.002.0000..250.338.75836.190.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New99+66012.0002.000040.5210.0000.502.002.0000..250.339.25136.20.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New99+89012.0002.000040.5210.0000.502.002.0000..250.338.75336.2060.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New100+28412.0002.000040.5210.0000.502.002.0000..250.338.810236.10.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New100+96012.0002.000040.5210.0000.502.002.0000..250.339.14636.0460.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New101+14012.0002.000040.5210.0000.502.002.0000..250.338.58935.650.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New101+19012.0002.000040.5210.0000.502.002.0000..250.338.43535.670.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New101+43512.0002.000040.5210.0000.502.002.0000..250.337.85335.5830.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New101+83512.0002.000040.5210.0000.502.002.0000..250.338.56635.3980.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New101+88012.0002.000040.5210.0000.502.002.0000..250.338.65635.1570.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New102+10012.0002.000040.5210.0000.502.002.0000..250.338.93435.3860.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New102+48512.0002.000040.5210.0000.502.002.0000..250.338.2335.6080.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New102+86512.0002.000040.5210.0000.502.002.0000..250.339.7480.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52New103+10012.0002.000040.5210.0000.502.002.0000..250.339.0480.0750.25220.61.10.33.51000.151.20.750.453601.51.852.152.651.69252.175360.750.452.52

&"Arial,Bold"&9&P OF &N

&"Arial,Bold"&9DPR for Rehabilitation and Upgrading Munger-Bhagalpur-Mirzachauki NH-80 Bihar (Package-1)&"Arial,Bold"&9SAI Consulting Engineers Pvt. Ltd.

cad

Box DataCamberSr. NO.Proposed chainage (KM)Existing Chainagae (KM)No. of CellClear SpanClear HeightDepth Of Top SlabDepth of Bottom slabThick.of Side wallThick.of Inner wallProjectionNo.of Carriage wayWidth of carriage way on one sideExisting G.L(D.S)Proposed Formation Level(Centre)Proposed Formation Level (Edge)RL of Top of BoxEarth cushionSkew AngleDirection Of flowLHS (Service Road)LHS (Main Carriage way)RHS (Service Road)RHS (Main Carriage way) Remarksabdefgc140-1501140+802-2330.470.450.420.350.321031.233.70533.70534.37-0.66502.52.52.52.5New2146+820-2330.470.450.420.350.321031.01353534.180.8202.52.52.52.5New3147+422-2330.470.450.420.350.321032.0534.80334.80335.22-0.41702.52.52.52.5New4148+050-2330.470.450.420.350.321033.236.87436.87436.370.50402.52.52.52.5New5148+155-2330.470.450.420.350.321033.2436.7636.7636.410.3502.52.52.52.5New6148+365-2330.470.450.420.350.321033.1636.16636.16636.33-0.16402.52.52.52.5New7148+525-2330.470.450.420.350.321033.2535.67835.67836.42-0.74202.52.52.52.5New8148+605-2330.470.450.420.350.321033.1535.43435.43436.32-0.88602.52.52.52.5New

150-1781150+875-1330.420.420.4200.621035.01393938.130.8702.52.52.52.5New2151+199-2330.470.450.420.350.321030.3834.534.533.550.9502.52.52.52.5New3151+497-2330.470.450.420.350.321031.0132.244432.244434.18-1.935602.52.52.52.5New4151+675-1330.420.420.4200.621030.0534.134.133.170.9302.52.52.52.5New5151+704-1220.250.30.2500.621030.4633.433.432.410.9902.52.52.52.5New6152+000-1220.250.30.2500.621030.4133.3533.3532.360.9902.52.52.52.5New7152+426-2330.470.450.420.350.321031.7934.79534.79534.96-0.16502.52.52.52.5New8152+436-1330.420.420.4200.621032.3536.336.335.470.8302.52.52.52.5New9152+622-2330.40.420.350.250.321031.935.935.9350.902.52.52.52.5New10152+643-2330.470.450.420.350.321031.3935.435.434.560.8402.52.52.52.5New11153+450-1330.420.420.4200.62100003.12-3.1202.52.52.52.5New12154+498-2330.470.450.420.350.321031.334.045434.045434.47-0.424602.52.52.52.5New13154+896-2330.470.450.420.350.321030.6533.17833.17833.82-0.64202.52.52.52.5New14155+1182330.470.450.420.350.32103033.333833.333833.170.163802.52.52.52.5New15156+017-2330.470.450.420.350.321032.935.486435.486436.07-0.583602.52.52.52.5New16156+415-1330.420.420.4200.621035.08393938.20.802.52.52.52.5New17156+514-1220.250.30.2500.621034.5137.537.536.461.0402.52.52.52.5New18156+969-2330.470.450.420.350.321030.933.534433.534434.07-0.535602.52.52.52.5New19157+196-1220.250.30.2500.621030.2333.233.232.181.0202.52.52.52.5New20157+465-2330.470.450.420.350.32103032.261532.261533.17-0.908502.52.52.52.5New21157+770-1220.250.30.2500.621029.8332.832.831.781.0202.52.52.52.5New22158+477-2330.40.420.350.250.321029.5133.533.532.610.8902.52.52.52.5New23159+080-1330.420.420.4200.621031.94363635.060.9402.52.52.52.5New24159+332-1220.250.30.2500.621034.937.837.836.850.9502.52.52.52.5New25159+890-1330.420.420.4200.621031.6135.635.634.730.8702.52.52.52.5New26159+905-1330.420.420.4200.621031.5135.535.534.630.8702.52.52.52.5New27160+670-1220.250.30.2500.621033.9336.936.935.881.0202.52.52.52.5New28160+866-1220.250.30.2500.621032.7435.735.734.691.0102.52.52.52.5New29161+450-1220.250.30.2500.621031.91134.934.933.8611.03902.52.52.52.5New30162+085-1220.250.30.2500.621032.335.335.334.251.0502.52.52.52.5New31162+712-1220.250.30.2500.621033.336.236.235.250.9502.52.52.52.5New32163+355-2330.470.450.420.350.321034.1736.68436.68437.34-0.65602.52.52.52.5New33163+715-1220.250.30.2500.621034.1737.237.236.121.0802.52.52.52.5New34163+861-1220.250.30.2500.621034.1837.137.136.130.9702.52.52.52.5New35164+055-1220.250.30.2500.621034.537.437.436.450.9502.52.52.52.5New36164+070-1220.250.30.2500.621035.338.238.237.250.9502.52.52.52.5New37164+200-1220.250.30.2500.621035.1738.138.137.120.9802.52.52.52.5New38164+596-1330.420.420.4200.62103841.941.941.120.7802.52.52.52.5New39164+606-1330.420.420.4200.621036.841.941.939.921.9802.52.52.52.5New40164+614-2330.470.450.420.350.321037.9424241.070.9302.52.52.52.5New41164+660-1220.250.30.2500.621038.941.941.940.851.0502.52.52.52.5New42165+050-1220.250.30.2500.621040.3943.343.342.340.9602.52.52.52.5New43165+354-1220.250.30.2500.621042.345.245.244.250.9502.52.52.52.5New44165+550-1220.250.30.2500.621043.7546.746.745.7102.52.52.52.5New45165+980-1220.250.30.2500.621048.1515150.050.9502.52.52.52.5New46165+985-1220.250.30.2500.621048.1515150.050.9502.52.52.52.5New47166+105-1220.250.30.2500.621049.652.552.551.550.9502.52.52.52.5New48166+285-1220.250.30.2500.621051.4554.454.453.4102.52.52.52.5New49166+705-1220.250.30.2500.621054.43357.457.456.3831.01702.52.52.52.5New50166+941-1220.250.30.2500.621052.455.355.354.350.9502.52.52.52.5New51166+952-1220.250.30.2500.621052.1555554.050.9502.52.52.52.5New52167+354-1220.250.30.2500.621049.352.252.251.250.9502.52.52.52.5New53167+620-1220.250.30.2500.621049.38852.352.351.3380.96202.52.52.52.5New54167+684-1220.250.30.2500.621049.952.852.851.850.9502.52.52.52.5New55167+694-1330.420.420.4200.621049.7452.752.752.86-0.1602.52.52.52.5New56168+100-1220.250.30.2500.621053.5256.4556.4555.470.9802.52.52.52.5New57168+497-1220.250.30.2500.621056.7606058.651.3502.52.52.52.5New58168+734-1220.250.30.2500.621059.7462.762.761.691.0102.52.52.52.5New59168+885-1220.250.30.2500.621061.18664.164.163.1360.96402.52.52.52.5New60169+005-2330.40.420.350.250.321058.3162.362.361.410.8902.52.52.52.5New61169+175-1220.250.30.2500.621059.35662.362.361.3060.99402.52.52.52.5New62169+320-1220.250.30.2500.621059.3626261.250.7502.52.52.52.5New63169+459-1220.250.30.2500.621057606058.951.0502.52.52.52.5New64169+660-1220.250.30.2500.621054.01757.257.255.9671.23302.52.52.52.5New65170+188-1220.250.30.2500.621056.5159.459.458.460.9402.52.52.52.5New66170+317-1220.250.30.2500.621054.06575756.010.9902.52.52.52.5New67170+507-1220.250.30.2500.621051.754.654.653.650.9502.52.52.52.5New68170+625-1220.250.30.2500.621050.8353.853.852.781.0202.52.52.52.5New69170+860-1220.250.30.2500.621051.5354.554.553.481.0202.52.52.52.5New70170+962-1220.250.30.2500.621051.7154.6554.6553.660.9902.52.52.52.5New71171+225-1220.250.30.2500.621048.30951.351.350.2591.04102.52.52.52.5New72171+904-2330.470.450.420.350.321045.2249.549.548.391.1102.52.52.52.5New73172+304-2330.470.450.420.350.321041.9145.945.945.080.8202.52.52.52.5New74172+605-1220.250.30.2500.621040.994444ERROR:#REF!ERROR:#REF!02.52.52.52.5New75172+655-1220.250.30.2500.621040.99444442.941.0602.52.52.52.5New76172+845-1220.250.30.2500.621040.6343.643.642.940.6602.52.52.52.5New77173+225-1220.250.30.2500.621040.73843.743.742.581.1202.52.52.52.5New78173+675-1330.420.420.4200.621035.25404043.858-3.85802.52.52.52.5New79173+830-1330.420.420.4200.621033.7136.736.738.37-1.6702.52.52.52.5New80174+009-1230.250.30.2500.621031.7836.936.936.660.2402.52.52.52.5New81174+262-1330.420.420.4200.62103437.937.937.120.7802.52.52.52.5New82174+345-1330.420.420.4200.621034.60438.638.637.7240.87602.52.52.52.5New83174+425-1330.420.420.4200.621031.4335.435.434.550.8502.52.52.52.5New84175+000-2330.470.450.420.350.321031.7835.7535.7534.950.802.52.52.52.5New85175+220-1220.250.30.2500.621032.1234.834.834.070.7302.52.52.52.5New86175+370-1220.250.30.2500.621032.8735.835.834.820.9802.52.52.52.5New87175+930-2330.470.450.420.350.321037414140.170.8302.52.52.52.5New88176+015-1220.250.30.2500.621032.8735.835.834.820.9802.52.52.52.5New89176+510-2330.470.450.420.350.321034.2738.238.237.440.7602.52.52.52.5New90176+600-1220.250.30.2500.621035.6238.638.637.571.0302.52.52.52.5New91176+770-1220.250.30.2500.621036.239.139.138.150.9502.52.52.52.5New92177+064-1220.250.30.2500.621041.444.344.343.350.9502.52.52.52.5New93177+427-1330.420.420.4200.621040.644.544.543.720.7802.52.52.52.5New94177+573-1220.250.30.2500.621043.646.546.545.550.9502.52.52.52.5New

178-1931178+440-1220.250.30.2500.621032.7137.63437.63434.662.97402.52.52.52.5New2178+840-1220.250.30.2500.621035.72238.64338.64337.6720.97102.52.52.52.5New3178+917-1220.250.30.2500.621035.738.4138.4137.650.7602.52.52.52.5New41-1430.420.420.4200.927.5100103.42103.42103.120.302.52.52.52.5New5179+275-1220.250.30.2500.621032.41537.337.334.3652.93502.52.52.52.5New6179+418-1220.250.30.2500.621033.136.8636.8635.051.8102.52.52.52.5New7179+725-1220.250.30.2500.62103437.5837.5835.951.6302.52.52.52.5New8179+842-1220.250.30.2500.621033.99238.2938.2935.9422.34802.52.52.52.5New9180+005-1220.250.30.2500.621035.439.89239.89237.352.54202.52.52.52.5New10180+425-1220.250.30.2500.621038.841.67241.67240.750.92202.52.52.52.5New11180+765-1220.250.30.2500.621040.5443.2943.2942.490.802.52.52.52.5New12181+775-1220.250.30.2500.621046.9515148.852.1502.52.52.52.5New13181+870-1220.250.30.2500.621046.8249.9949.9948.771.2202.52.52.52.5New14182+440-1220.250.30.2500.621048.456.1756.1750.355.8202.52.52.52.5New15182+485-1330.420.420.4200.921048.68552.552.551.8050.69502.52.52.52.5New 16182+745-1220.250.30.2500.621052.256.5256.5254.152.3702.52.52.52.5New17183+120-1220.250.30.2500.621037.44340.06740.06739.3930.67402.52.52.52.5New18183+332-1220.250.30.2500.621051.77554.7554.7553.7251.02502.52.52.52.5New19183+558-1220.250.30.2500.621047.66553.9653.9649.6154.34502.52.52.52.5New20183+757-1220.250.30.2500.621048.4552.7952.7950.42.3902.52.52.52.5New21184+057-1330.420.420.4200.921047.551.251.250.620.5802.52.52.52.5New 22184+312-1220.250.30.2500.621047.69750.650.649.6470.95302.52.52.52.5New23184+578-1330.420.420.4200.921044.31484847.430.5702.52.52.52.5New24184+691-1330.420.420.4200.921044.31484847.430.5702.52.52.52.5New25185+164-1220.250.30.2500.621042.345.4545.4544.251.202.52.52.52.5New26185+280-1330.420.420.4200.921041.07454544.190.8102.52.52.52.5Reconstruction27185+501-1220.250.30.2500.621041.16945.2445.2443.1192.12102.52.52.52.5New28185+817-1220.250.30.2500.621039.54542.142.141.4950.60502.52.52.52.5New29186+121-1220.250.30.2500.621037.73840.5240.5239.6880.83202.52.52.52.5New30186+479-1220.250.30.2500.621036.21439.4439.4438.1641.27602.52.52.52.5New31186+638-1220.250.30.2500.621035.2538.9738.9737.21.7702.52.52.52.5New32186+754-2330.470.450.4200.321096.510010099.670.3302.52.52.52.5Reconstruction33186+874-1220.250.30.2500.62103538.7738.7736.951.8202.52.52.52.5New34187+248-1220.250.30.2500.621038.07640.640.640.0260.57402.52.52.52.5New35187+447-1220.250.30.2500.621042.24245.385445.385444.1921.193402.52.52.52.5New36187+656-1220.250.30.2500.621045.96648.605248.605247.9160.689202.52.52.52.5New37187+937-1220.250.30.2500.621050.8953.147853.147852.840.307802.52.52.52.5New38188+050-1220.250.30.2500.621031.434.7534.7533.351.402.52.52.52.5New39188+184-1330.420.420.4200.921031.135.135.134.220.8802.52.52.52.5New40188+310-1330.420.420.4200.921029.433.533.532.520.9802.52.52.52.5New41188+739-1220.250.30.2500.621030.87934.4434.4432.8291.61102.52.52.52.5New42188+898-1220.250.30.2500.621031.334.9334.9333.251.6802.52.52.52.5New43189+168-1220.250.30.2500.621033.436.10236.10235.350.75202.52.52.52.5New44189+398-1220.250.30.2500.621034.58737.1137.1136.5370.57302.52.52.52.5New45189+940-1220.250.30.2500.62103739.09539.09538.950.14502.52.52.52.5New46190+208-1220.250.30.2500.62103840.07440.07439.950.12402.52.52.52.5New47190+597-1220.250.30.2500.621036.545.89845.89838.457.44802.52.52.52.5New48191+007-1220.250.30.2500.62103648.18848.18837.9510.23802.52.52.52.5New49191+307-1220.250.30.2500.621036.4541.42841.42838.43.02802.52.52.52.5New50191+802-1220.250.30.2500.621035.838.438.437.750.6502.52.52.52.5New51192+028-1220.250.30.2500.621032.736.20636.20634.651.55602.52.52.52.5New52192+259-1220.250.30.2500.621030.4533.1333.1332.40.7302.52.52.52.5New53192+561-2330.470.450.4200.321028323231.170.8302.52.52.52.5New54192+734-1220.250.30.2500.621028.30530.8430.8430.2550.58502.52.52.52.5New55193+525-1220.250.30.2500.621026.830.06430.06428.751.31402.52.52.52.5New

1NewFOUNDATIONGROUNDFORMATIONBACKFRONT2WHwb1wb2WB1WB2WLWH'LEVELLEVELLEVELBATTERNBATTERN

IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"1 in1 in3.910.661.312.473.675.190.80098.000100.000103.42036 Data for Proposed Box Culvert (With Cushion) 1x4mx3mmPr ch.1.000km.Required DataExi ch.NewKm3.420Width of crash barrier0.5mMedian Width0mTotal Road Width inside Crash Barrier15mTotal Road Length for Guard Stone4.84mWidth of Median side Kerb(One Side)0.5mTop Level at Bottom Slab99.700mCamber2.5%Nos of Carriageway 2NosTotal length of box required18.000mCarriage Way Width ( One Side)7.5mTotal Road Width o/o15.000mRailing or Crash Barrier Width (footpath side)0.5mAngle of Skew0RL of top of top slab103.120Radian0Footpath width (one side)0mTop Level of Box103.120Cos1Clear Span4.00mLength of Toe Wall ( Parallel to Road)15.10mWidth of Curtain wall for U/S side1.50mClear Height of Box( Bottom of Top Slab to Top of Bottom of Slab)3.00mLength of Toe Wall ( Parallel to Flow)4.03mWidth of Curtain wall for D/S side1.85mDepth of Top Slab0.42mVolume for Granular Filling Undernaeth Pitching31.80m3Depth of Curtain wall for U/S side2.15mDepth of Bottom Slab0.42mVertical Height3.42mDepth of Curtain wall for D/S side2.65mProposed Formation Level ( Average)103.420mArea of Base20.66m2Area of Curtain wall for U/S side1.69sq.m.Existing Ground Level ( Average)100.000mPerimeter of Base8.05mArea of Curtain wall for D/S side2.18sq.m.Height of Embankment0.300mSlant Height6.17mThickness of Wearing Coat0.065mConvex Area41.08m2Thickness of Side Wall of Box0.42mWidth of PCC for Box6.94mLength of Flexible Apron for U/S side3.00mSlope of Pitching1.5Thickness of PCC 0.15mLength of Flexible Apron for D/S side6.00mSlope of Embankment1.5Height of Key1.20mThickness of Flexible Apron 0.75mProjection of Bottom Slab0.9mCompacted Earth height0.93mThickness of Floor Apron 0.45mHeight of Toe Wall1.1mCompacted Earth width1.23mWidth of Toe Wall0.3mPCC Width of Toe Wall0.75mWidth of approach slab3.50mArea of Apron40.68m2No. of cell1.00Rectangular Portion Curve41.32m2Thickness of inner wall0.00mRectangular Portion81.99m2Thickness of foothpath0.00mThickness of Apron0.45m

Box Culvert1 x 4.0m.Pro.Ch1.000km.Sr. NoDescriptionUnitNosLengthWidthDepthQuantityRateAmount

excavation1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Box Portioncum118.306.940.87110.49Key Portioncum21.186.940.9315.23Retaining Wallcum45.195.402.10235.42Total cum361.1423083063PCC2Cement concrete M-25 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Box Portioncum118.306.940.1519.05Key Portioncum21.106.940.152.30cum20.406.940.150.83Retaining Wallcum45.195.400.1516.82PCC For Approach slabcum218.003.650.1519.71Total cum58.711870109779RCC Return wall3Cement concrete M-25 grade in RCC return wall including centering and shuttering all complete as per drawing and Technical Specifications Sections 1700, 2100 and 2900.A. FoundationPart - 1cum45.195.200.5053.98Part - 2cum45.191.700.103.53Part - 3cum45.192.600.105.40Part - 4cum45.190.900.203.74B. Substructure66.64Part - 5cum45.190.304.4127.45Part - 6cum45.190.602.2027.4554.902430133407RCC Box 4Reinforced cement concrete M-30 grade including centering & shuttering but excluding the cost of reinforcement, all complete as per drawings and Technical Specification Sections 1700, 2100 and 2900.1070.89535.4451119.59Box Portion (Bottom Slab with Projection)cum118.006.640.4250.20559.795Box Portion (Side Wall)cum218.000.423.0045.362453952801216.99Key Portioncum21.086.640.787.153.107524.039776608.495Top Slabcum118.004.840.4236.59Filletcum418.000.011250.81Perapet wall cum20.5015.220.57.61Crash Barrier/kurbcum24.840.1251.21Safety kerb04.840.750.30.00inner Wallcum018.000.003.000.00Corbel for approach slabcum218.000.144.86TotalCum152.583029462153HYSD5HYSD/TMT bar reinforcement for culverts, underpass, retaining walls etc. complete as per drawings and Technical Specifications Section 1600.Box (75 kg/cmt)Kg65152.589917.4565134.44Retaining Wall Kg70121.548507.76Parapet wall (120 kg/cmt)Kg1201.21145.20651.21Safety kerb (120 kg/cmt)Kg20.000.001107.61TotalT18.5721310395735143.26Providing & laying Tar paper on abutments/piers as bearing for receiving RCC work in superstructure as per drawing and Technical Specifications.

Sqm018.000.30.00

TotalSqm0.0055050mm Bc6 AProviding and laying 50mm thick bituminous concrete wearing coat in two layers over the top of deck slab complete as per drawings and Technical Specification Section 500 and 2700.RoadCum115.004.840.053.63Approach SlabCum215.003.500.055.25Total8.88146.6130212mm MA6 BProviding and laying a layer of 12mm thick Mastic Asphalt as per drawing and Tech./spn.Sqm115.004.84177.60158.028061Approch slab7Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specifications Clause 2704.cum218.003.500.337.80Total37.80215481421DS8Providing and fixing drainage spouts for bridges as per Drawing and Technical Specifications Clause 2705.1 no. per 5.0m No56.644TotalNo4170680FT Exp Jt9Providing and laying Filler Type expansion joints complete as per drawing & Technical Specification Section 2605.Rmt218.036.00 Protection Work For Box Earthwork in excavation 10Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Toe Wall at Both Side ( Parallel to Flow)cum48.050.751.3031.41Curtain wall for U/S sidecum115.101.502.1548.70Curtain wall for D/S sidecum115.101.852.6574.03Floor Apron cum240.680.4536.61Flexible Apron for U/S sidecum115.103.000.7533.98Flexible Apron for D/S sidecum115.106.000.7567.95Total cum292.6723067314PCC in toe wall & Curtain wall & appron11Cement concrete M-15 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Toe Wall at Both Side ( Parallel to Flow)cum48.050.750.204.83Toe Wall at Both Side ( Parallel to Flow)cum48.050.301.1010.63Curtain wall for U/S sidecum115.101.69325.56Curtain wall for D/S sidecum115.102.17532.84Apron Portioncum240.680.1512.20Total cum86.071870160943Filter below Stone pitching12Filter material underneath stone pitching on slopes complete as per drawing and Technical Specifications Section 2500.Behind return wallcum45.190.63.10838.71Behind Side wallcum218.000.63.84082.94Cone Shapecum431.80127.22Totalcum127.222903689413Stone Pitching 300 mm thick on slopes as per drawings and Technical Specifications Section 2500.Cone Shapecum441.080.349.29Totalcum49.29444.42190614Stone boulder apron 300 mm thick complete as per drawings and Technical Specifications Clause 2503Floor Apron cum240.680.3024.41Flexible Apron for U/S sidecum115.103.000.7533.98Flexible Apron for D/S sidecum115.106.000.7567.95Totalcum126.33624.47888115Providing and laying compacted earth filling as per Section 2500 of MOST specification for Road & Bridge work.cum240.680.8065.08Total cum65.0811172241665 NB GI Pipe above Crash BarrierRM04.84017Weep Holes1668761.30482841Return wallNo45.193.9182Side wall of boxNo218.03.0010833375.2260965682Total19018Painting of culvert number and span arrangement as per Technical Specification Secion 800.No.2250Sand filling below the foundation of 300 mm depth cum018.36.940.3019Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 cum2175.193.420603.49Footpath PCCcum211.840.000.0000.00

&"Arial,Bold"&9&P of &N

&"Arial,Bold"&9DPR for Rehabilitation and Upgrading Munger-Bhagalpur-Mirzachauki NH-80 Bihar (Package-3)&"Arial,Bold"&9SAI Consulting Engineers Pvt. Ltd.

2New FOUNDATIONGROUNDFORMATIONBACKFRONT2WHwb1wb2WB1WB2WLWH'LEVELLEVELLEVELBATTERNBATTERN

IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"1 in1 in4.310.721.442.663.867.690.80046.68548.68552.50036 Data for Proposed Box Culvert (With Cushion) 1x3mx3mmPr ch.182+485km.Required DataExi ch.New Km3.815Width of crash barrier0mMedian Width4mTotal Road Width inside Crash Barrier20mTotal Road Length for Guard Stone3.84mWidth of Median side Kerb(One Side)0.5mTop Level at Bottom Slab48.385mCamber2.5%Nos of Carriageway 2NosTotal length of box required26.000mCarriage Way Width ( One Side)10mTotal Road Width o/o20.000mRailing or Crash Barrier Width (footpath side)0.5mAngle of Skew0RL of top of top slab51.805Radian0Footpath width (one side)0mTop Level of Box51.805Cos1Clear Span3.00mLength of Toe Wall ( Parallel to Road)17.52mWidth of Curtain wall for U/S side1.50mClear Height of Box( Bottom of Top Slab to Top of Bottom of Slab)3.00mLength of Toe Wall ( Parallel to Flow)5.37mWidth of Curtain wall for D/S side1.85mDepth of Top Slab0.42mVolume for Granular Filling Undernaeth Pitching31.80m3Depth of Curtain wall for U/S side2.15mDepth of Bottom Slab0.42mVertical Height3.42mDepth of Curtain wall for D/S side2.65mProposed Formation Level ( Average)52.500mArea of Base36.73m2Area of Curtain wall for U/S side1.69sq.m.Existing Ground Level ( Average)48.685mPerimeter of Base10.74mArea of Curtain wall for D/S side2.18sq.m.Height of Embankment0.695mSlant Height7.65mThickness of Wearing Coat0.075mConvex Area41.08m2Thickness of Side Wall of Box0.42mWidth of PCC for Box5.94mLength of Flexible Apron for U/S side3.00mSlope of Pitching2Thickness of PCC 0.15mLength of Flexible Apron for D/S side6.00mSlope of Embankment2Height of Key1.20mThickness of Flexible Apron 0.75mProjection of Bottom Slab0.9mCompacted Earth height0.93mThickness of Floor Apron 0.45mHeight of Toe Wall1.1mCompacted Earth width1.23mWidth of Toe Wall0.3mPCC Width of Toe Wall0.75mWidth of approach slab3.50mArea of Apron51.64m2No. of cell1.00Rectangular Portion Curve73.45m2Thickness of inner wall0.00mRectangular Portion125.09m2Thickness of foothpath0.00mThickness of Apron0.45m

Box Culvert1 x 3.0m.Pro.Ch182+485km.Sr. NoDescriptionUnitNosLengthWidthDepthQuantityRateAmount

1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Box Portioncum126.305.940.87135.91Key Portioncum21.185.940.9313.04Retaining Wallcum47.695.402.10348.82Total cum497.772301144872Cement concrete M-25 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Box Portioncum126.305.940.1523.43Key Portioncum21.105.940.151.97cum20.405.940.150.71Retaining Wallcum47.695.400.1524.92PCC For Approach slabcum222.003.650.1524.09Total cum75.1218701404703Cement concrete M-25 grade in RCC return wall including centering and shuttering all complete as per drawing and Technical Specifications Sections 1700, 2100 and 2900.A. FoundationPart - 1cum47.695.200.5079.98Part - 2cum47.691.700.105.23Part - 3cum47.692.600.108.00Part - 4cum47.690.900.205.54B. Substructure98.74Part - 5cum47.690.304.8044.32Part - 6cum47.690.602.4044.3288.6324302153834Reinforced cement concrete M-30 grade including centering & shuttering but excluding the cost of reinforcement, all complete as per drawings and Technical Specification Sections 1700, 2100 and 2900.1070.89535.4451119.59Box Portion (Bottom Slab with Projection)cum126.005.640.4261.59559.795Box Portion (Side Wall)cum226.000.423.0065.522453952801216.99Key Portioncum21.085.640.786.072.639523.431376608.495Top Slabcum126.003.840.4241.93Filletcum426.000.011251.17Perapet wall cum20.5019.220.59.61Crash Barrier/kurbcum23.840.1250.96Safety kerb03.840.750.30.00inner Wallcum026.000.003.000.00Corbel for approach slabcum226.000.147.02TotalCum192.9130295843325HYSD/TMT bar reinforcement for culverts, underpass, retaining walls etc. complete as per drawings and Technical Specifications Section 1600.Box (75 kg/cmt)Kg75192.9114468.4465168.09Retaining Wall Kg75187.3714053.09Parapet wall (120 kg/cmt)Kg1200.96115.20650.96Safety kerb (120 kg/cmt)Kg20.000.001109.61TotalT28.6421310610249178.66Providing & laying Tar paper on abutments/piers as bearing for receiving RCC work in superstructure as per drawing and Technical Specifications.

Sqm026.000.30.00

TotalSqm0.005506 AProviding and laying 50mm thick bituminous concrete wearing coat in two layers over the top of deck slab complete as per drawings and Technical Specification Section 500 and 2700.RoadCum120.003.840.053.84Approach SlabCum220.003.500.057.00Total10.84146.615896 BProviding and laying a layer of 12mm thick Mastic Asphalt as per drawing and Tech./spn.Sqm120.003.84216.80158.0342547Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specifications Clause 2704.cum222.003.500.346.20Total46.202154995158Providing and fixing drainage spouts for bridges as per Drawing and Technical Specifications Clause 2705.1 no. per 5.0m No55.644TotalNo41706809Providing and laying Filler Type expansion joints complete as per drawing & Technical Specification Section 2605.Rmt222.044.00 Protection Work For Box 1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Toe Wall at Both Side ( Parallel to Flow)cum410.740.751.3041.88Curtain wall for U/S sidecum117.521.502.1556.50Curtain wall for D/S sidecum117.521.852.6585.89Floor Apron cum251.640.4546.48Flexible Apron for U/S sidecum117.523.000.7539.42Flexible Apron for D/S sidecum117.526.000.7578.84Total cum349.01230802722Cement concrete M-15 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Toe Wall at Both Side ( Parallel to Flow)cum410.740.750.206.44Toe Wall at Both Side ( Parallel to Flow)cum410.740.301.1014.18Curtain wall for U/S sidecum117.521.69329.65Curtain wall for D/S sidecum117.522.17538.11Apron Portioncum251.640.1515.49Total cum103.8718701942353Filter material underneath stone pitching on slopes complete as per drawing and Technical Specifications Section 2500.Behind return wallcum47.690.63.50364.64Behind Side wallcum226.000.63.840119.81Cone Shapecum431.80127.22Totalcum127.22290368944Stone Pitching 300 mm thick on slopes as per drawings and Technical Specifications Section 2500.Cone Shapecum441.080.349.29Totalcum49.29444.4219065Stone boulder apron 300 mm thick complete as per drawings and Technical Specifications Clause 2503Floor Apron cum251.640.3030.98Flexible Apron for U/S sidecum117.523.000.7539.42Flexible Apron for D/S sidecum117.526.000.7578.84Totalcum149.24624.4931886Providing and laying compacted earth filling as per Section 2500 of MOST specification for Road & Bridge work.cum251.640.8082.62Total cum82.621119171765 NB GI Pipe above Crash BarrierRM03.8408Weep Holes2236623.88880222Return wallNo47.694.31134Side wall of boxNo226.03.0015644732.4777760445Total2909Painting of culvert number and span arrangement as per Technical Specification Secion 800.No.2250Sand filling below the foundation of 300 mm depth cum026.35.940.3010Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 cum2267.693.2151285.61Footpath PCCcum210.840.000.0000.00

&"Arial,Bold"&9&P of &N

&"Arial,Bold"&9DPR for Rehabilitation and Upgrading Munger-Bhagalpur-Mirzachauki NH-80 Bihar (Package-3)&"Arial,Bold"&9SAI Consulting Engineers Pvt. Ltd.

3New FOUNDATIONGROUNDFORMATIONBACKFRONT2WHwb1wb2WB1WB2WLWH'LEVELLEVELLEVELBATTERNBATTERN

IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"1 in1 in4.190.701.402.603.807.460.80045.50047.50051.20036 Data for Proposed Box Culvert (With Cushion) 1x3mx3mmPr ch.184+057km.Required DataExi ch.New Km3.700Width of crash barrier0mMedian Width4mTotal Road Width inside Crash Barrier20mTotal Road Length for Guard Stone3.84mWidth of Median side Kerb(One Side)0.5mTop Level at Bottom Slab47.200mCamber2.5%Nos of Carriageway 2NosTotal length of box required26.000mCarriage Way Width ( One Side)10mTotal Road Width o/o20.000mRailing or Crash Barrier Width (footpath side)0.5mAngle of Skew0RL of top of top slab50.620Radian0Footpath width (one side)0mTop Level of Box50.620Cos1Clear Span3.00mLength of Toe Wall ( Parallel to Road)17.52mWidth of Curtain wall for U/S side1.50mClear Height of Box( Bottom of Top Slab to Top of Bottom of Slab)3.00mLength of Toe Wall ( Parallel to Flow)5.37mWidth of Curtain wall for D/S side1.85mDepth of Top Slab0.42mVolume for Granular Filling Undernaeth Pitching31.80m3Depth of Curtain wall for U/S side2.15mDepth of Bottom Slab0.42mVertical Height3.42mDepth of Curtain wall for D/S side2.65mProposed Formation Level ( Average)51.200mArea of Base36.73m2Area of Curtain wall for U/S side1.69sq.m.Existing Ground Level ( Average)47.500mPerimeter of Base10.74mArea of Curtain wall for D/S side2.18sq.m.Height of Embankment0.580mSlant Height7.65mThickness of Wearing Coat0.075mConvex Area41.08m2Thickness of Side Wall of Box0.42mWidth of PCC for Box5.94mLength of Flexible Apron for U/S side3.00mSlope of Pitching2Thickness of PCC 0.15mLength of Flexible Apron for D/S side6.00mSlope of Embankment2Height of Key1.20mThickness of Flexible Apron 0.75mProjection of Bottom Slab0.9mCompacted Earth height0.93mThickness of Floor Apron 0.45mHeight of Toe Wall1.1mCompacted Earth width1.23mWidth of Toe Wall0.3mPCC Width of Toe Wall0.75mWidth of approach slab3.50mArea of Apron51.64m2No. of cell1.00Rectangular Portion Curve73.45m2Thickness of inner wall0.00mRectangular Portion125.09m2Thickness of foothpath0.00mThickness of Apron0.45m

Box Culvert1 x 3.0m.Pro.Ch184+057km.Sr. NoDescriptionUnitNosLengthWidthDepthQuantityRateAmount

1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Box Portioncum126.305.940.87135.91Key Portioncum21.185.940.9313.04Retaining Wallcum47.465.402.10338.39Total cum487.342301120872Cement concrete M-25 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Box Portioncum126.305.940.1523.43Key Portioncum21.105.940.151.97cum20.405.940.150.71Retaining Wallcum47.465.400.1524.17PCC For Approach slabcum222.003.650.1524.09Total cum74.3718701390763Cement concrete M-25 grade in RCC return wall including centering and shuttering all complete as per drawing and Technical Specifications Sections 1700, 2100 and 2900.A. FoundationPart - 1cum47.465.200.5077.58Part - 2cum47.461.700.105.07Part - 3cum47.462.600.107.76Part - 4cum47.460.900.205.37B. Substructure95.79Part - 5cum47.460.304.6941.96Part - 6cum47.460.602.3441.9683.9324302039384Reinforced cement concrete M-30 grade including centering & shuttering but excluding the cost of reinforcement, all complete as per drawings and Technical Specification Sections 1700, 2100 and 2900.1070.89535.4451119.59Box Portion (Bottom Slab with Projection)cum126.005.640.4261.59559.795Box Portion (Side Wall)cum226.000.423.0065.522453952801216.99Key Portioncum21.085.640.786.072.639523.431376608.495Top Slabcum126.003.840.4241.93Filletcum426.000.011251.17Perapet wallcum20.5018.760.59.38Crash Barrier/kurbcum23.840.1250.96Safety kerb03.840.750.30.00inner Wallcum026.000.003.000.00Corbel for approach slabcum226.000.147.02TotalCum192.6830295836355HYSD/TMT bar reinforcement for culverts, underpass, retaining walls etc. complete as per drawings and Technical Specifications Section 1600.Box (75 kg/cmt)Kg75192.6814451.1965168.09Retaining Wall Kg75179.7113478.36Parapet wall (120 kg/cmt)Kg1200.96115.20650.96Safety kerb (120 kg/cmt)Kg20.000.001109.38TotalT28.0421310597633178.43Providing & laying Tar paper on abutments/piers as bearing for receiving RCC work in superstructure as per drawing and Technical Specifications.

Sqm026.000.30.00

TotalSqm0.005506 AProviding and laying 50mm thick bituminous concrete wearing coat in two layers over the top of deck slab complete as per drawings and Technical Specification Section 500 and 2700.RoadCum120.003.840.053.84Approach SlabCum220.003.500.057.00Total10.84146.615896 BProviding and laying a layer of 12mm thick Mastic Asphalt as per drawing and Tech./spn.Sqm120.003.84216.80158.0342547Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specifications Clause 2704.cum222.003.500.346.20Total46.202154995158Providing and fixing drainage spouts for bridges as per Drawing and Technical Specifications Clause 2705.1 no. per 5.0m No55.644TotalNo41706809Providing and laying Filler Type expansion joints complete as per drawing & Technical Specification Section 2605.Rmt222.044.00 Protection Work For Box 1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Toe Wall at Both Side ( Parallel to Flow)cum410.740.751.3041.88Curtain wall for U/S sidecum117.521.502.1556.50Curtain wall for D/S sidecum117.521.852.6585.89Floor Apron cum251.640.4546.48Flexible Apron for U/S sidecum117.523.000.7539.42Flexible Apron for D/S sidecum117.526.000.7578.84Total cum349.01230802722Cement concrete M-15 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Toe Wall at Both Side ( Parallel to Flow)cum410.740.750.206.44Toe Wall at Both Side ( Parallel to Flow)cum410.740.301.1014.18Curtain wall for U/S sidecum117.521.69329.65Curtain wall for D/S sidecum117.522.17538.11Apron Portioncum251.640.1515.49Total cum103.8718701942353Filter material underneath stone pitching on slopes complete as per drawing and Technical Specifications Section 2500.Behind return wallcum47.460.63.38860.65Behind Side wallcum226.000.63.840119.81Cone Shapecum431.80127.22Totalcum127.22290368944Stone Pitching 300 mm thick on slopes as per drawings and Technical Specifications Section 2500.Cone Shapecum441.080.349.29Totalcum49.29444.4219065Stone boulder apron 300 mm thick complete as per drawings and Technical Specifications Clause 2503Floor Apron cum251.640.3030.98Flexible Apron for U/S sidecum117.523.000.7539.42Flexible Apron for D/S sidecum117.526.000.7578.84Totalcum149.24624.4931886Providing and laying compacted earth filling as per Section 2500 of MOST specification for Road & Bridge work.cum251.640.8082.62Total cum82.621119171765 NB GI Pipe above Crash BarrierRM03.8408Weep Holes2208073.78559723Return wallNo47.464.19126Side wall of boxNo226.03.0015644161.4757119445Total2829Painting of culvert number and span arrangement as per Technical Specification Secion 800.No.2250Sand filling below the foundation of 300 mm depth cum026.35.940.3010Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 cum2267.463.7001435.30Footpath PCCcum210.840.000.0000.00

&"Arial,Bold"&9&P of &N

&"Arial,Bold"&9DPR for Rehabilitation and Upgrading Munger-Bhagalpur-Mirzachauki NH-80 Bihar (Package-3)&"Arial,Bold"&9SAI Consulting Engineers Pvt. Ltd.

40FOUNDATIONGROUNDFORMATIONBACKFRONT2WHwb1wb2WB1WB2WLWH'LEVELLEVELLEVELBATTERNBATTERN

IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"IN "MT"1 in1 in4.180.701.402.603.807.440.80042.31044.31048.00036 Data for Proposed Box Culvert (With Cushion) 1x3mx3mmPr ch.184+578km.Required DataExi ch.0.000Km3.690Width of crash barrier0mMedian Width4mTotal Road Width inside Crash Barrier20mTotal Road Length for Guard Stone3.84mWidth of Median side Kerb(One Side)0.5mTop Level at Bottom Slab44.010mCamber2.5%Nos of Carriageway 2NosTotal length of box required26.000mCarriage Way Width ( One Side)10mTotal Road Width o/o20.000mRailing or Crash Barrier Width (footpath side)0.5mAngle of Skew0RL of top of top slab47.430Radian0Footpath width (one side)0mTop Level of Box47.430Cos1Clear Span3.00mLength of Toe Wall ( Parallel to Road)17.52mWidth of Curtain wall for U/S side1.50mClear Height of Box( Bottom of Top Slab to Top of Bottom of Slab)3.00mLength of Toe Wall ( Parallel to Flow)5.37mWidth of Curtain wall for D/S side1.85mDepth of Top Slab0.42mVolume for Granular Filling Undernaeth Pitching31.80m3Depth of Curtain wall for U/S side2.15mDepth of Bottom Slab0.42mVertical Height3.42mDepth of Curtain wall for D/S side2.65mProposed Formation Level ( Average)48.000mArea of Base36.73m2Area of Curtain wall for U/S side1.69sq.m.Existing Ground Level ( Average)44.310mPerimeter of Base10.74mArea of Curtain wall for D/S side2.18sq.m.Height of Embankment0.570mSlant Height7.65mThickness of Wearing Coat0.075mConvex Area41.08m2Thickness of Side Wall of Box0.42mWidth of PCC for Box5.94mLength of Flexible Apron for U/S side3.00mSlope of Pitching2Thickness of PCC 0.15mLength of Flexible Apron for D/S side6.00mSlope of Embankment2Height of Key1.20mThickness of Flexible Apron 0.75mProjection of Bottom Slab0.9mCompacted Earth height0.93mThickness of Floor Apron 0.45mHeight of Toe Wall1.1mCompacted Earth width1.23mWidth of Toe Wall0.3mPCC Width of Toe Wall0.75mWidth of approach slab3.50mArea of Apron51.64m2No. of cell1.00Rectangular Portion Curve73.45m2Thickness of inner wall0.00mRectangular Portion125.09m2Thickness of foothpath0.00mThickness of Apron0.45m

Box Culvert1 x 3.0m.Pro.Ch184+578km.Sr. NoDescriptionUnitNosLengthWidthDepthQuantityRateAmount

1Earthwork in excavation of foundation for structures/bridges including pipe culverts in all types of soil complete as per drawings and Technical Specifications Clauses 304, 309 & 2903.Box Portioncum126.305.940.87135.91Key Portioncum21.185.940.9313.04Retaining Wallcum47.445.402.10337.48Total cum486.432301118792Cement concrete M-25 grade in foundation/ levelling course in bridge/pipe culvert and levelling course below approach slab etc. including centering and shuttering all complete as per drawing and Technical Specifications Sections 1500 & 1700.Box Portioncum126.305.940.1523.43Key Portioncum21.105.940.151.97cum20.405.940.150.71Retaining Wallcum47.445.400.1524.11PCC For Approach slabcum222.003.650.1524.09Total cum74.3118701389553Cement concrete M-25 grade in RCC return wall including centering and shuttering all complete as per drawing and Technical Specifications Sections 1700, 2100 and 2900.A. FoundationPart - 1cum47.445.200.5077.38Part - 2cum47.441.700.105.06Part - 3cum47.442.600.107.74Part - 4cum47.440.900.205.36B. Substructure95.53Part - 5cum47.440.304.6841.76Part - 6cum47.440.602.3441.7683.5224302029574Reinforced cement concrete M-30 grade including centering & shuttering but excluding the cost of reinforcement, all complet