CHAPTER - 4Excavation in soil in hilly area by mechanical means including cutting and trimming of...

CHAPTER - 4

Item Cost Reference1 6 7

1 Widening of Formation (83.580 KM) 468354624.00 Annexure -A

Formation Cutting (18.450 KM) 530783322.75 Annexure -B

3 Cross Drainage Works(Box Culvert=537 Nos) 472325844.00 Annexure -C

4 Retaining wall (4100M)&Breast Wall(3060M) 129242880.00 Annexure -D

5 CC Drain(101.204 KM) 197946422.00 Annexure -E

6 Pavement(101.204 KM) 1403550002.00 Annexure -F

7 RCC Bridge(35Nos-796.00 Mtr) i/c Sub-Soil Investigation 558245148.00 Annexure -G

8 Road Sign Board & KM Stone(101.204 KM) 16011687.00 Annexure -H SUB TOTAL 3776459929.75 (A)

Add Contingencies @ 3% 113293798.00 SUB TOTAL 3889753727.75 (X)

Add 1% Quality Control on (X) except FC & Widening 28906157.81Add 1.5% for W.C Estt on (X) 58346305.92Add 9% for Agency Charges on (X) 350077835.50

GRAND TOTAL 4327084026.97Say Rs 432.71 Crores

Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)

GENERAL ABSTRACT OF COST

Description of item2

Annexure - A

Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)( WIDENING - 83.580 Km )

Sl.No. Item Quantity Unit Rate Amount Remarks

1 Excavation in Hill Area in Soil by Mechanical Means (Dipositing ofexcavated earth with all lifts and lead upto 1000 mExcavation in soil in hilly area by mechanical means including cutting andtrimming of side slopes and disposing of excavated earth with all lifts andlead upto 1000 metres.

2722992.00 Cum 121.00 329482032.00 APSR-2007, Item -3.32

2 Excavation in Hilly Area in Ordinary Rock by Mechanical Means notRequiring Blasting (Disposal of cut material with all lift and lead upto1000 m)

Excavation in hilly area in ordinary rock not requiring blasting bymechanical means including cutting and trimming of slopes and disposal ofcut material with all lift and lead upto 1000 metres.

340374.000 Cum 176.00 59905824.00 APSR-2007, Item -3.33

3 Excavation in Hilly Areas in Hard Rock Requiring Blasting (Disposal ofcut material with all lift and lead upto 1000 m).

Excavation in hilly areas in hard rock requiring blasting, by mechanicalmeans including trimming of slopes and disposal of cut material with all liftsand lead upto 1000 metres.

340374.00 Cum 232.00 78966768.00 APSR-2007, Item -3.34

Total = 468354624.00

ABSTRACT OF COST

Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY

Sl. No.

1 110.450 - 155.00 - 38.25 + 44.22 x 44550.00 = 1837019.25 Cum

2 155.00 - 192.45 - 44.22 + 39.45 x 37450.00 = 1566720.75 Cum

Total = 3403740.00 Cum

Classification of soil :

Soil = 80% = 2722992.00 CumOrdinary Rock = 10% = 340374.00 CumHard Rock = 10% = 340374.00 Cum

3403740.00 Cum

2.00

2.00

Annexure - A-1

(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)

CALCULATION SHEET (WIDENING)

Chainage Area Volume

6.00

3.00

6.00

Ch. 110.420 Km

4.50

Area = 38.25 Sqm

6.00

3.80

7.00

Ch. 155.000 Km

4.30

Area = 44.22 Sqm

6.00

3.00

6.00 6 50

Ch. 192.450

4.20

Area = 39.45 Sqm

6.00

3.80

7.00

Ch. 155.000 Km

4.30

Area = 44.22 Sqm

6.00 6.00

Annexure - B

Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)(FORMATION CUTTING - 18.450 Km)


1 Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m

Excavation in soil in hilly area by mechanical means including cuttingand trimming of side slopes and disposing of excavated earth with alllifts and lead upto 1000 metres.

2100725.55 Cum 121.00 254187792.00 APSR-2007, Item -3.32

2 Excavation in Hilly Area in Ordinary Rock by Mechanical Meansnot Requiring Blasting (Disposal of cut material with all lift andlead upto 1000 m)

Excavation in hilly area in ordinary rock not requiring blasting bymechanical means including cutting and trimming of slopes anddisposal of cut material with all lift and lead upto 1000 metres.

1050362.775 Cum 176.00 184863848.00 APSR-2007, Item -3.33

3 Excavation in Hilly Areas in Hard Rock Requiring Blasting(Disposal of cut material with all lift and lead upto 1000 m).Excavation in hilly areas in hard rock requiring blasting, bymechanical means including trimming of slopes and disposal of cutmaterial with all lifts and lead upto 1000 metres.

350120.93 Cum 232.00 81228055.00 APSR-2007, Item -3.34

4 Deduct for quantum of earthwork of all types disposal directly bythrowing into the valley without involving any lead and lift.

(a) Ordinary and Hard Soil/Hard Shale, Soil containing shingle or smallsize boulders.

-210072.56 24.00 5041741.32 APSR-2007, Item -3.35 (A) &

(B)(b) Ordinary and Hard Rock -140048.37 39.00 5461886.43

Total = 530783322.75

ABSTRACT OF COST

Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)

Annexure - B-1

CALCULATION SHEET (FORMATION CUTTING)

10.00

12.00

Ch. 194.00 Km

Area = 126.350 Sqm

7.300

12.00

Ch. 200.00 KmArea = 179.850 Sqm

5.600

13.708.50

9.30

7.300

12.00

Ch. 200.00 KmArea = 179.850 Sqm

13.70

9.30

8.00

18.00

8.70

12.00

Ch. 205 .00 Km

Area = 221.100Sqm

8.00

18.00

8.70

12.00

Ch. 205 .00 Km

Area = 221.100Sqm

5.00

13.00

9.10

12.00

Ch. 212.420 KmArea = 159.900Sqm

Sl. No.

1 194.00 - 200.00 - 126.35 + 179.85 x 6000.00 = 918600.00 Cum

2 200.00 - 205.00 - 179.85 + 221.10 x 5000.00 = 1002375.00 Cum

3 205.00 - 212.42 - 221.10 + 159.90 x 7420.00 = 1413510.00 Cum

Sub Total = 3334485.00 Cum166724.25 Cum

Total = 3501209.25 CumClassification of soil :

Soil = 60% = 2100725.55 CumOrdinary Rock = 30% = 1050362.78 CumHard Rock = 10% = 350120.93 CumDeduction

Soil = 10% = -210072.56 CumOR & HR = 10% = -140048.37 Cum

Add @ 5% extra for Super Elevation, Curve & Passing Place

2.00

2.00

2.00

Chainage Area Volume

Annexure-CName of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY


Item Description of item Qnty Rate unit Amount Remark

1 2 3 4 5 6 7

SH : I - BOX CULVERT

1 1.50M SPAN 250 709064.00 Each 177266000.00 As Per Annexure"C-1"


3 3.00M SPAN 38 1182782.00 Each 44945716.00 As Per Annexure"C-3

4 4.00M SPAN 24 1545755.00 Each 37098120.00 As Per Annexure"C-4


Total 537 472325844.00

ABSTRACT OF COST FOR BOX CULVERT

Annexure "C-1"Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY

(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)Sub-head :- ( Culvert- 1.5x1.5x12.00)mtr.


1 2 3 4 5 6 7SH : I - ABUTMENT

1 Excavation for Structures (Earth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing of sides aOrdinary soilMechanical Means APSR '2007 (R&B)Depth 3 m to 6 m 66.00 54.00 Cum 3564.00 Item 12.1.I-b.II

2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation withcrushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days.) 6.00 3322.00 Cum 19932.00 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawing andtechnical specificationsRCC Grade M20Using concrete mixer 22.50 4,765.00 107212.50 Item 12.8.C- Case 1

4 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and technical specifications 2.51 48091.00 MT 120.92 Item 13.6

Sub Total 130829.42 (A)SH - II WING WALL

1 Excavation for Structures (Earth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing of sides a

Ordinary soilMechanical Means APSR '2007 (R&B)Depth 3 m to 6 m 61.50 54.00 Cum 3321.00 Item 12.1.I-b.II

2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation withcrushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days.) 16.40 3322.00 Cum 54480.80 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawing andtechnical specificationsPCC Grade M20Using concrete mixer 58.93 4520.00 266363.60 Item 12.8.B- Case 1



1 2 3 4 5 6 74 Back filling behind abutment, wing wall and return wall complete as per drawing and

Technical specification (A) Granular material 25.00 721.00 18025.00 Item 13.9

5 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing andTechnical specifications 8.00 115.00 920.00 Item 13.8

Sub Total 343110.40 (B)Sub Total(A+B) 473939.82

Add for Carriage of Materials 160878.00 (Asper Annexure-(i)Add for Cost difference of Cement and Steel 74246.00 (Asper Annexure-(i)

Grand Total 709063.82 For 1 No Box Culvert- 1.50 x 1.50 mtr Span 709064.00

Item Description of item No L B H Qnty Remark1 Earth work in exacation.. 1 12.00 2.50 2.20 66.00 Cum

2 P/LCement concrete (1:3:6) 1 12.00 2.50 0.20 6.00 Cum

3 RCC M20 2 12.00 1.75 0.25 10.502 12.00 1.75 0.25 10.50

4x1/2 12.00 0.25 0.25 1.50Total 22.50 Cum

4 Reinforcement for RCC work…a) 10mm dia 1 87 2.57 @ 0.62 138.63 Kgb) 12mm dia 1 93 2.57 @ 0.89 212.72 Kgc) 10mm dia 2 87 3.84 @ 0.62 414.26 Kgd) 10mm dia 2 61 2.57 @ 0.62 194.39 Kge) 12mm dia 2 87 1.42 @ 0.89 219.90 Kgf) 8mm Dia 2 87 1.42 @ 0.395 97.60 Kgg) 8mmdia 4 87 1.15 @ 0.395 158.08 Kgh) 10mm dia 1 76 2.57 @ 0.62 121.10 Kgi) 10mm dia 1 87 2.57 @ 0.62 138.63 Kgj) 10mm dia 8 11 12.82 @ 0.62 699.46 Kg

Sub-Total 2394.76 KgAdd 5% for Lapping and Wastage 119.74 Kg

Total 2514.50 Kg

Details of measurement for box type culvertAnnexure "C (i)"

Details for (1.50x 1.50)m size,Length 12.00m.

Item Description of item No Qnty Remark

1 Earth work excavation 4 x 5.00 x ( 2.45 + 1.65 ) x 1.50 = 61.50 Cum2

Total 61.50 Cum

2 CC 1:3:6 4 x 5.00 x ( 2.45 + 1.65 ) x 0.40 = 16.40 Cum2

Total 16.40 Cum

3 PCC M20First Footing 4 x 5.00 x ( 2.05 + 1.25 ) x 0.40 = 13.20 Cum

2

Second Footing (2.05 + 1.65 ) + (1.25+ 0.85)]4 x 5.00 x 2 x0.40 = 11.60 Cum

2

Wall (1.65 + 0.50 ) + (1.25+ 0.50)]4 x 5.00 x 2

2

x (2.50+ 1.00) = 34.13 Cum

Total 58.93 Cum

4 Back filling behindabutment, wing walland return wall completeas per drawing andTechnical specification

Granular material 0.5 x 4 x 5.00 x 2.00 x 25.00 Cum

5 Providing weep holes inBrick masonry/Plain/Reinforced concrete abutment,wing wall/return wallwith 100 mm dia ACpipe, extending throughthe full width of thestructure with slope of1V :20H towardsdrawing foce. Completeas per drawing andTechnical specifications 4.00 x 2.00 x 1 8.00 Nos

Details for Wing Wall for Box Culvert of 1.50x1.50mtr

2

L B H

Details of measurement for box type culvertAnnexure "C (ii)"

(1.5 + 1.00)/2

{ }2

2

{ }

Annexure-(ii)

Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty.

1 2 4 5 6 7 8 9 12 13 14 151 C.C 1: 3: 6 25.00 Cum. 0.230 5.750 0.450 11.250 0.900 22.500 - - - -2 RCC M20 28.50 Cum. 0.350 9.975 0.450 12.825 0.900 - - - - -3 PCC M20 70.100 Cum. 0.340 23.834 0.450 31.545 0.800 56.080 - - - -4 Stone Filling 40.00 Cum. - - - - - 1.000 40.0005 Reinforcement 2.71 MT. - - - - - - . 2.71 - -

39.559 55.620 78.580 2.715 40.000

Add 5% wastage………………. 1.97841.537

Cost for Carriage of Materialsa) Cement - 41.537 MT. @ 964.40 /MT. 40058.00 (As per Analysis of Rate - 3)b) Sand - 55.620 Cum. @ 898.90 /Cum. 49997.00 (As per Analysis of Rate - 5)c) Aggregate - 78.580 Cum. @ 898.90 /Cum. 70636.00 (As per Analysis of Rate - 5)d) Steel - 2.71 MT. @ 964.40 /MT. 2618.00 (As per Analysis of Rate - 2)e) Granular material - 40.000 Cum. @ 898.90 /Cum. 35956.00 (As per Analysis of Rate - 5)

199265.00

a)Difference of Cost for Cement for each culvert 41.537 MT @ 768.00 /MT 31900.00 (A)

(Prevailing Market Rate - Basic rate of APSR'2007)=(6018-(6000x 12.5%))=768.00

b) Difference of Cost for Steel for each culvert 2.71 MT @ 18924.00 /MT 51375.00 (B)

(Prevailing Market Rate - Basic rate of APSR'2007)=(53000-33456)=18924.00

Total Cost (A+B) 83275.00

Cost difference of Cement and Steel in between APSR'2007 & Market Rate

3

Total Rs.

(For 1 No. Box Culvert of 2.00 x 2.00 mtrs span)

S.N. Description of Item Quantity

Theoritical Consumption Statement

Steel Granular MaterialCement Sand Aggregate


(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)Sub-head :- ( Culvert- 2x2x12.00)mtr.


1 2 3 4 5 6 7SH : I - ABUTMENT

1 Excavation for Structures (Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides aOrdinary soilMechanical Means APSR '2007 (R&B)Depth 3 m to 6 m 97.20 54.00 Cum 5248.80 Item 12.1.I-b.II

2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundationwith crushed stone aggregate 40 mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days.)

7.20 3322.00 Cum 23918.40 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawing andtechnical specificationsRCC Grade M20Using concrete mixer 28.50 4,765.00 135802.50 Item 12.8.C- Case 1

4 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete asper drawing and technical specifications 2.71 48091.00 MT 130.56 Item 13.6



2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundationwith crushed stone aggregate 40 mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days.) 17.80 3322.00 Cum 59131.60 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawing andtechnical specifications



1 2 3 4 5 6 7PCC Grade M20Using concrete mixer 70.10 4520.00 316852.00 Item 12.8.B- Case 1

4 Back filling behind abutment, wing wall and return wall complete as per drawingand Technical specification

(A) Granular material 40.00 721.00 28840.00 Item 13.9

5 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce. Complete as per drawing andTechnical specifications 16.00 115.00 1840.00 Item 13.8

Sub Total 410268.10 (B) Sub Total(A+B) 575368.36

Add for Carriage of Materials 199265.00 (Asper Annexure-(i)Add for Cost difference of cement and steel 83275.00 (Asper Annexure-(i)

Grand Total 857908.36 For 1 No Box Culvert - 2.00 x 2.00 Mtr Span 857908.00

Item Description of item No L B H Qnty Remark

1 Earth work in exacation.. 1 12.00 3.00 2.70 97.20 Cum


3 RCC M20 2 12.00 2.25 0.25 13.502 12.00 2.25 0.25 13.50

4x1/2 12.00 0.25 0.25 1.50Total 28.50 Cum



Total 2714.80 Kg

Details of measurement for box type culvert

Details for (2.00x2.00)m size,Length 12.00m.Annexure "C (iii)"



Total 66.75 Cum

2 CC 1:3:6 4 x 5.00 x ( 2.80 + 1.65 ) x 0.40 = 17.80 Cum2

Total 17.80 Cum

3 PCC M20First Footing 4 x 5.00 x ( 2.40 + 1.25 ) x 0.40 = 14.60 Cum

2


2

Wall (2.00 + 0.50 ) + (1.25+ 0.50)]4 x 5.00 x 2

2

x (3.00+ 1.00) = 42.50 Cum

Total 70.10 Cum4 Back filling behind

abutment, wing walland return wallcomplete as perdrawing and Technicalspecification

Granular material 0.5 x 4.00 x 5.00 x 2.00 x 40.00 Cum

5 Providing weep holesin Brickmasonry/Plain/Reinforced concrete abutment,wing wall/return wallwith 100 mm dia ACpipe, extendingthrough the full widthof the structure withslope of 1V :20Htowards drawing foce.Complete as perdrawing and Technicalspecifications

4.00 x 2.00 x 2 16.00 Nos


2

2

L B H

{ }2

(3.00 + 1.00)/2

Details for Wing Wall for Box Culvert of 2x2mtr

Annexure "C (iv)"

}{

Annexure-(i)

Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty.1 2 4 5 6 7 8 9 12 13 14 151 C.C 1: 3: 6 22.40 Cum. 0.230 5.152 0.450 10.080 0.900 20.160 - - - -2 RCC M20 22.50 Cum. 0.350 7.875 0.450 10.125 0.900 - - - - -3 PCC M20 58.930 Cum. 0.340 20.036 0.450 26.519 0.800 47.144 - - - -4 Stone Filling 25.00 Cum. - - - - - 1.000 25.0005 Reinforcement 2.51 MT. - - - - - - . 2.51 - -

33.063 46.724 67.304 2.514 25.000

Add 5% wastage………………. 1.65334.716


160878.00






Cost difference of Cement and Steel in between APSR'2007 & Market RateTotal Rs.

Theoritical Consumption Statement(For 1 No. Box Culvert of 1.5 x 1.50 mtrs span)

Quantity

3

Granular MaterialS.N. Description of Item

SteelCement Sand Aggregate


(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)Sub-head :- ( Culvert- 3.0 x3.0 x12.00)mtr.


1 2 3 4 5 6 7SH : I - ABUTMENT

1 Excavation for Structures (Earth work in excavation of foundation ofstructures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides a


2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curingfor 14 days.) 10.80 3322.00 Cum 35877.60 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as perdrawing and technical specificationsRCC Grade M20Using concrete mixer 57.66 4,765.00 274749.90 Item 12.8.C- Case 1

4 Supplying, fitting and placing HYSD bar reinforcement in sub-structurecomplete as per drawing and technical specifications 3.72 48091.00 MT 178.80 Item 13.6


1 Excavation for Structures (Earth work in excavation of foundation ofstructures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides a




1 2 3 4 5 6 72 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in

foundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curingfor 14 days.) 18.20 3322.00 Cum 60460.40 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as perdrawing and technical specifications

PCC Grade M20Using concrete mixer 81.58 4520.00 368741.60 Item 12.8.B- Case 1

4 Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification


5 Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specifications 24.00 115.00 2760.00 Item 13.8


Add for Carriage of Materials 265225.00 (Asper Annexure-(iii)Add for Cost difference of cement and steel 114377.00 (Asper Annexure-(iii)

Grand Total 1182782.30 For 1 No Box Culvert- 3.00 x 3.00 Mtr Span 1182782.00




3 RCC M20 2 12.00 3.40 0.30 24.482 12.00 3.30 0.40 31.68

4x1/2 12.00 0.25 0.25 1.50Total 57.66 Cum



Total 3717.89 Kg


Annexure "C (v)"Details for (3.00x3.00)m size,Length 12.00m.



Total 68.25 Cum

2 CC 1:3:6 4 x 5.00 x ( 2.90 + 1.65 ) x 0.40 = 18.20 Cum2

Total 18.20 Cum

3 RCC M20First Footing 4 x 5.00 x ( 2.30 + 1.25 ) x 0.40 = 14.20 Cum

2


2

Wall (2.10 + 0.50 ) + (1.25+ 0.50)]4 x 5.00 x 2

2

x (4.00+ 1.00) = 54.38 Cum

Total 81.58 Cum

4 Back filling behindabutment, wing walland return wallcomplete as per drawingand Technicalspecification Granular material 0.5 x 4.00 x 5.00 x 2.50 x 62.50 Cum

5 Providing weep holes inBrick masonry/Plain/Reinforced concrete abutment,wing wall/return wallwith 100 mm dia ACpipe, extending throughthe full width of thestructure with slope of1V :20H towardsdrawing foce. Completeas per drawing andTechnical specifications

4.00 x 2.00 x 3 24.00 Nos


Details for Wing Wall for Box Culvert of 3.0 x 3.0 mtr

2

2

L B

{ }2

{

(4.00+ 1.00)/2

Annexure "C (vi)"

H

}

Annexure-(iii)



54.588 75.708 91.364 3.718 62.500

Add 5% wastage………………. 2.72957.318


265225.00








Aggregate Steel Granular Material

3

S.N. Description of Item Quantity Cement Sand

Total Rs.


(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)Sub-head :- ( Culvert- 4.0 x 4.0 x12.00)mtr.


1 2 3 4 5 6 7SH : I - ABUTMENT

1 Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including setting out, constructionof shoring and bracing, removal of stumps and other deleterious matter,dressing of sides a


2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curing for14 days.) 13.20 3322.00 Cum 43850.40 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawingand technical specificationsRCC Grade M20Using concrete mixer 86.52 4,765.00 412267.80 Item 12.8.C- Case 1

4 Supplying, fitting and placing HYSD bar reinforcement in sub-structurecomplete as per drawing and technical specifications 5.69 48091.00 MT 273.80 Item 13.6


1 Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including setting out, constructionof shoring and bracing, removal of stumps and other deleterious matter,dressing of sides a


2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curing for14 days.) 18.60 3322.00 Cum 61789.20 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawingand technical specifications



1 2 3 4 5 6 7PCC Grade M20Using concrete mixer 95.95 4520.00 433694.00 Item 12.8.B- Case 1

4 Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification


5 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the fullwidth of the structure with slope of 1V :20H towards drawing foce. Complete asper drawing and Technical specifications 36.00 115.00 4140.00 Item 13.8

Sub Total 568279.70 (B) Sub Total (A+B) 1042491.70

Add for Carriage of Materials 338896.00 (Asper Annexure-(iv)Add for Cost difference of cement and steel 164367.00 (Asper Annexure-(iv)


Annexure "C (vii)"




3 RCCM20 2 12.00 4.45 0.35 37.382 12.00 4.35 0.45 46.98

4x1/2 12.00 0.30 0.30 2.16Total 86.52 Cum



Total 5693.41 Kg


Details for (4.00x4.00)m size,Length 12.00m.

Annexure "C (viii)"



Total 69.75 Cum

2 CC 1:3:6 4 x 5.00 x ( 3.00 + 1.65 ) x 0.40 = 18.60 Cum2

Total 18.60 Cum

3 RCC M20First Footing 4 x 5.00 x ( 2.60 + 1.25 ) x 0.40 = 15.40 Cum

2


2

Wall (2.20 + 0.50 ) + (1.25+ 0.50)]4 x 5.00 x 2

2

x (5.00+ 1.00) = 66.75 Cum

Total 95.95 Cum4 Back filling behind

abutment, wing wall andreturn wall complete as perdrawing and Technicalspecification Granular material 0.5 x 4.00 x 5.00 x 3.00 x 90.00 Cum

5 Providing weep holes inBrick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100mm dia AC pipe, extendingthrough the full width ofthe structure with slope of1V :20H towards drawingfoce. Complete as perdrawing and Technicalspecifications 4.00 x 3.00 x 3 36.00 Nos


2

(5.00 + 1.00)/2

Details for Wing Wall for Box Culvert of 4x4mtr.

2

2

L B H

}{

{ }

Annexure-(iv)



70.219 96.422 105.380 5.693 90.000

Add 5% wastage………………. 3.51173.730


338896.00







3

Total Rs.

Steel Granular Material


S.N. Description of Item Quantity Cement Sand Aggregate


(SH:- Road from Khodaso (Ch. 110.450 Km) to Dakte Hoj (Ch. 212.450 Km) via Sagalee, Toru, Kheel - 102.000 Km)Sub-head :- ( Culvert- 5.0 x 5.0 x12.00)mtr.


1 2 3 4 5 6 7SH : I - ABUTMENT

1 Excavation for Structures (Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides a



15.60 3322.00 Cum 51823.20 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawingand technical specificationsRCC Grade M20Using concrete mixer 119.76 4765.00 570656.40 Item 12.8.B- Case 1

4 Supplying, fitting and placing HYSD bar reinforcement in sub-structure completeas per drawing and technical specifications 8.55 48091.00 MT 411.08 Item 13.6




18.60 3322.00 Cum 61789.20 Item 12.4

3 Plain/Reinforced cement concrete in open foundation complete as per drawingand technical specifications



1 2 3 4 5 6 7PCC Grade M20Using concrete mixer 107.08 4520.00 484001.60 Item 12.8.C- Case 1



5 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the fullwidth of the structure with slope of 1V :20H towards drawing foce. Complete asper drawing and Technical specifications 36.00 115.00 4140.00 Item 13.8


Add for Carriage of Materials 400170.00 (Asper Annexure-(v)Add for Cost difference of cement and steel 231263.00 (Asper Annexure-(v)





3 RCCM20 2 12.00 5.50 0.40 52.802 12.00 5.40 0.50 64.80

4x1/2 12.00 0.30 0.30 2.16Total 119.76 Cum



Total 8547.88 Kg


Annexure "C (ix)"Details for (5.00x5.00)m size,Length 12.00m.



Total 69.75 Cum

2 CC 1:3:6 4 x 5.00 x ( 3.00 + 1.65 ) x 0.40 = 18.60 Cum2

Total 18.60 Cum

3 CC 1:2:4First Footing 4 x 5.00 x ( 2.60 + 1.25 ) x 0.40 = 15.40 Cum

2


2

Wall (2.20 + 0.50 ) + (1.25+ 0.50)]4 x 5.00 x 2

2

x (6.00+ 1.00) = 77.88 Cum

Total 107.08 Cum

4 Back filling behindabutment, wing wall andreturn wall complete as perdrawing and Technicalspecification Granular material 0.5 x 4.00 x 5.00 x 3.00 x 105.00 Cum

5 Providing weep holes inBrick masonry/Plain/Reinforced concrete abutment, wingwall/return wall with 100mm dia AC pipe, extendingthrough the full width ofthe structure with slope of1V :20H towards drawingfoce. Complete as perdrawing and Technicalspecifications 4.00 x 3.00 x 3 36.00 Nos


Annexure "C (x)"Details for Wing Wall for Box Culvert of 5x5mtr.

(6.00 + 1.00)/2

{ }2

L B H

{ }2

2

Annexure-(v)



86.189 117.468 116.444 8.548 105.000

Add 5% wastage………………. 4.30990.499


400170.00







3

Total Rs.

Sand Aggregate Steel Granular MaterialS.N. Description of Item Quantity

Cement


Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY

1.50 m span 2 m span 3 m span 4 m span 5 m span

1 110.450 -- -- -- 1 -- --2 110.540 1 -- -- -- -- --3 110.600 -- 1 -- -- -- --4 110.630 1 -- -- -- -- --5 110.800 -- 1 -- -- -- --6 110.850 -- -- -- 1 -- --7 110.900 1 -- -- -- -- --8 110.970 1 -- -- -- -- --9 111.180 -- 1 -- -- -- --10 111.350 -- 1 -- -- -- --11 111.490 1 -- -- 1 -- --12 111.560 1 -- -- -- -- --13 111.670 1 -- -- -- -- --14 111.785 1 -- -- -- -- --15 111.875 1 -- -- -- -- --16 112.015 1 -- -- -- -- --17 112.150 -- 1 -- -- -- --18 112.180 1 -- -- -- -- --19 112.298 1 -- -- -- -- --20 112.400 -- 1 -- -- -- --21 112.530 1 -- -- -- -- --22 112.710 -- 1 -- -- -- --23 112.780 1 -- -- -- -- --24 112.850 -- -- 1 -- -- --25 112.960 -- 1 -- -- -- --26 113.150 1 -- -- -- -- --27 113.515 1 -- -- -- -- --28 113.600 1 -- -- -- -- --29 113.650 -- 1 -- -- -- --30 113.680 -- 1 -- -- -- --31 113.950 1 -- -- -- -- --32 114.025 -- 1 -- -- -- --33 114.130 1 -- -- -- -- --34 114.200 -- 1 -- -- -- --35 114.300 1 -- -- -- -- --36 114.500 -- 1 -- -- -- --37 114.590 1 -- -- -- -- --38 114.700 1 -- -- -- -- --39 114.940 -- 1 -- -- -- --40 115.050 -- 1 -- -- -- --41 115.105 -- -- 1 -- -- --42 115.210 -- 1 -- -- -- --43 115.350 -- -- 1 -- -- --44 115.580 -- 1 -- -- -- --45 115.645 -- -- -- -- 1 --46 115.750 -- 1 -- -- -- --47 115.820 -- -- -- 1 -- --48 115.940 -- 1 -- -- -- --49 116.000 1 -- -- -- -- --50 116.093 1 -- -- -- -- --51 116.130 -- 1 -- -- -- --52 116.280 1 -- -- -- -- --53 116.412 1 -- -- -- -- --54 116.530 -- -- 1 -- -- --55 116.605 -- 1 -- -- -- --56 116.735 1 -- -- -- -- --57 116.745 1 -- -- -- -- --58 116.800 -- 1 -- -- -- --59 116.900 -- 1 -- -- -- --60 117.050 -- -- 1 -- -- --61 117.102 -- 1 -- -- -- --62 117.132 1 -- -- -- -- --63 117.210 -- -- -- 1 -- --64 117.300 1 -- -- -- -- --65 117.450 1 -- -- -- -- --66 117.970 -- -- 1 -- -- --67 118.240 -- 1 -- -- -- --68 118.300 1 -- -- -- -- --


DETAILS OF SLAB CULVERTS AND BRIDGES

Sl.No.

Chainage (in Km)

RCC Slab Culvert (in No.) Bridge(Span in Mtr) Remarks

1.50 m span 2 m span 3 m span 4 m span 5 m spanSl.

No.Chainage (in Km)


69 118.420 1 -- -- -- -- --70 118.550 1 -- -- -- -- --71 118.650 1 -- -- -- -- --72 118.815 -- 1 -- -- -- --73 118.945 -- 1 -- -- -- --74 119.070 -- -- 1 -- -- --75 119.200 -- 1 -- -- -- --76 119.300 1 -- -- -- -- --77 119.600 1 -- -- -- -- --78 119.800 -- 1 -- -- -- --79 120.100 1 -- -- -- -- --80 120.300 1 -- -- -- -- --81 120.390 1 -- -- -- -- --82 120.500 1 -- -- -- -- --83 120.760 1 -- -- -- -- --84 120.900 -- 1 -- -- -- --85 121.050 1 -- -- -- -- --86 121.250 -- 1 -- -- -- --87 121.310 -- -- 1 -- -- --88 121.400 -- 1 -- -- -- --89 121.550 1 -- -- -- -- --90 121.700 1 -- -- -- -- --91 121.850 1 -- -- -- -- --92 122.000 -- -- 1 -- -- --93 122.150 -- 1 -- -- -- --94 122.300 -- 1 -- -- -- --95 122.500 -- 1 -- -- -- --96 122.680 1 -- -- -- -- --97 122.800 -- 1 -- -- -- --98 122.950 1 -- -- -- -- --99 123.100 -- 1 -- -- -- --

100 123.200 -- -- 1 -- -- --101 123.300 -- 1 -- -- -- --102 123.450 -- 1 -- -- -- --103 123.700 1 -- -- -- -- --104 123.900 1 -- -- -- -- --105 124.018 -- 1 -- -- -- --106 124.200 1 -- -- -- -- --107 124.350 1 -- -- -- -- --108 124.520 1 -- -- -- -- --109 124.680 1 -- -- -- -- --110 124.750 1 -- -- -- -- --111 124.900 1 -- -- -- -- --112 125.045 -- -- -- 1 -- --113 125.100 -- 1 -- -- -- --114 125.300 1 -- -- -- -- --115 125.500 1 -- -- -- -- --116 125.650 1 -- -- -- -- --117 125.800 1 -- -- -- -- --118 125.900 1 -- -- -- -- --119 125.990 1 -- -- -- -- --120 126.150 1 -- -- -- -- --121 126.305 -- 1 -- -- -- --122 126.470 -- -- 1 -- -- --123 126.600 -- 1 -- -- -- --124 126.750 1 -- -- -- -- --125 126.900 -- 1 -- -- -- --126 127.000 -- 1 -- -- -- --127 127.085 -- -- -- -- 1128 127.160 -- -- 1 -- -- --129 127.385 -- 1 -- -- -- --130 127.565 1 -- -- -- -- --131 127.700 1 -- -- -- -- --132 127.800 1 -- -- -- -- --133 127.970 1 -- -- -- -- --134 128.090 1 -- -- -- -- --135 128.130 1 -- -- -- -- --136 128.250 1 -- -- -- -- --137 128.400 -- 1 -- -- -- --138 128.600 -- 1 -- -- -- --139 128.800 1 -- -- -- -- --140 128.890 1 -- -- -- -- --141 129.058 1 -- -- -- -- --142 129.160 1 -- -- -- -- --143 129.340 1 -- -- -- -- --144 129.500 1 -- -- -- -- --145 129.620 -- -- -- 1 -- --


No.Chainage (in Km)


146 129.730 1 -- -- -- -- --147 129.880 1 -- -- -- -- --148 130.160 -- 1 -- -- -- --149 130.360 -- -- 1 -- -- --150 130.560 -- 1 -- -- -- --151 130.650 1 -- -- -- -- --152 130.720 -- 1 -- -- -- --153 130.810 1 -- -- -- -- --154 130.990 1 -- -- -- -- --155 131.140 1 -- -- -- -- --156 131.379 1 -- -- -- -- --157 131.410 -- -- -- -- 1 --158 132.460 -- -- -- 1 -- --159 132.600 -- 1 -- -- -- --160 132.680 1 -- -- -- -- --161 132.820 -- -- -- -- 1 --162 133.060 -- 1 -- -- -- --163 133.260 -- -- 1 -- -- --164 133.300 -- 1 -- -- -- --165 133.500 -- -- -- -- 1 --166 133.625 -- 1 -- -- -- --167 133.767 -- 1 -- -- -- --168 133.847 1 -- -- -- -- --169 133.900 -- 1 -- -- -- --170 133.995 -- -- 1 -- -- --171 134.120 -- -- 1 -- -- --172 134.215 -- 1 -- -- -- --173 134.280 1 -- -- -- -- --174 134.315 -- 1 -- -- -- --175 134.480 1 -- -- -- -- --176 134.530 -- 1 -- -- -- --177 134.705 -- -- 1 -- -- --178 134.820 -- 1 -- -- -- --179 134.930 1 -- -- -- -- --180 134.980 1 -- -- -- -- --181 135.075 1 -- -- -- -- --182 135.100 1 -- -- -- -- --183 135.490 1 -- -- -- -- --184 135.543 -- 1 -- -- -- --185 135.700 -- 1 -- -- -- --186 135.845 -- -- 1 -- -- --187 136.110 -- 1 -- -- -- --188 136.300 1 -- -- -- -- --189 136.500 -- 1 -- -- -- --190 136.650 -- -- -- -- 1 --191 136.800 -- -- 1 -- -- --192 137.120 -- 1 -- -- -- --193 137.175 -- -- 1 -- -- --194 137.210 -- 1 -- -- -- --195 137.390 -- -- 1 -- -- --196 137.440 -- 1 -- -- -- --197 137.600 1 -- -- -- -- --198 137.660 -- 1 -- -- -- --199 137.720 1 -- -- -- -- --200 137.930 -- 1 -- -- -- --201 138.095 -- -- 1 -- -- --202 138.230 -- 1 -- -- -- --203 138.510 -- -- -- 1 -- --204 138.600 1 -- -- -- -- --205 138.700 1 -- -- -- -- --206 138.810 -- -- -- -- 1 --207 139.030 -- 1 -- -- -- --208 139.220 -- -- -- -- -- 12.00209 139.320 -- -- -- -- -- 45.00210 139.350 -- -- 1 -- -- --211 139.600 -- 1 -- -- -- --212 139.800 -- -- -- -- -- 12.00213 139.980 -- 1 -- -- -- --214 140.150 -- 1 -- -- -- --215 140.270 -- -- -- 1 -- --216 140.400 1 -- -- -- -- --217 140.670 1 -- -- -- -- --218 140.760 -- 1 -- -- -- --219 140.900 -- 1 -- -- -- --220 141.025 1 -- -- -- -- --221 141.340 -- 1 -- -- -- --222 141.620 -- 1 -- -- -- --


No.Chainage (in Km)


223 141.800 1 -- -- -- -- --224 142.900 1 -- -- -- -- --225 142.050 1 -- -- -- -- --226 142.425 -- 1 -- -- -- --227 142.700 1 -- -- -- -- --228 142.900 1 -- -- -- -- --229 143.030 1 -- -- -- -- --230 143.130 -- -- -- -- 1 --231 143.200 -- 1 -- -- -- --232 143.350 1 -- -- -- -- --233 143.510 -- 1 -- -- -- --234 143.725 1 -- -- -- -- --235 143.865 1 -- -- -- -- --236 143.950 -- 1 -- -- -- --237 144.030 1 -- -- -- -- --238 144.100 -- 1 -- -- -- --239 144.320 -- 1 -- -- -- --240 144.400 1 -- -- -- -- --241 144.560 -- 1 -- -- -- --242 144.620 -- -- 1 -- -- --243 144.960 -- 1 -- -- -- --244 145.037 -- -- 1 -- -- --245 145.070 -- -- -- -- -- 51.00246 145.210 -- 1 -- -- -- --247 145.420 -- -- -- -- 1 --248 145.560 -- 1 -- -- -- --249 145.995 -- 1 -- -- -- --250 146.330 1 -- -- -- -- --251 146.500 1 -- -- -- -- --252 146.870 -- 1 -- -- -- --253 146.960 -- 1 -- -- -- --254 147.350 1 -- -- -- -- --255 147.425 -- 1 -- -- -- --256 147.685 -- 1 -- -- -- --257 147.780 -- -- 1 -- -- --258 148.290 -- -- 1 -- -- --259 148.900 1 -- -- -- -- --260 148.020 1 -- -- -- -- --261 148.180 1 -- -- -- -- --262 148.400 -- 1 -- -- -- --263 148.500 -- -- -- -- 1 --264 148.680 -- 1 -- -- -- --265 148.850 -- 1 -- -- -- --266 149.000 1 -- -- -- -- --267 149.200 -- 1 -- -- -- --268 149.555 1 -- -- -- -- --269 149.670 1 -- -- -- -- --270 149.780 -- 1 -- -- -- --271 149.900 -- 1 -- -- -- --272 150.070 -- -- -- -- -- 30.00273 150.105 -- 1 -- -- -- --274 150.235 1 -- -- -- -- --275 150.370 -- 1 -- -- -- --276 150.520 -- 1 -- -- -- --277 150.620 -- -- 1 -- -- --278 150.845 1 -- -- -- -- --279 151.160 1 -- -- -- -- --280 151.290 -- -- -- -- 1 --281 151.400 1 -- -- -- -- --282 151.600 1 -- -- -- -- --283 151.870 1 -- -- -- -- --284 152.000 -- 1 -- -- -- --285 152.100 1 -- -- -- -- --286 152.300 1 -- -- -- -- --287 152.500 1 -- -- -- -- --288 152.800 1 -- -- -- -- --289 152.934 -- -- -- -- -- 15.00290 153.020 -- 1 -- -- -- --291 153.070 -- -- -- -- -- 51.00292 153.100 -- 1 -- -- -- --293 153.200 -- -- 1 -- -- --294 153.290 -- 1 -- -- -- --295 153.370 1 -- -- -- -- --296 153.550 -- 1 -- -- -- --297 153.800 -- 1 -- -- -- --298 154.035 1 -- -- -- -- --299 154.100 1 -- -- -- -- --


No.Chainage (in Km)


300 154.155 1 -- -- -- -- --301 154.355 1 -- -- -- -- --302 154.500 -- 1 -- -- -- --303 154.580 -- 1 -- -- -- --304 154.700 -- 1 -- -- -- --305 154.750 1 -- -- -- -- --306 154.970 1 -- -- -- -- --307 155.095 -- 1 -- -- -- --308 155.280 -- 1 -- -- -- --309 155.450 1 -- -- -- -- --310 155.500 -- 1 -- -- -- --311 155.600 -- 1 -- -- -- --312 155.750 -- 1 -- -- -- --313 156.040 1 -- -- -- -- --314 156.240 -- 1 -- -- -- --315 156.280 -- 1 -- -- -- --316 156.520 1 -- -- -- -- --317 156.730 -- -- 1 -- -- --318 156.950 -- 1 -- -- -- --319 157.150 -- 1 -- -- -- --320 157.330 -- -- -- -- 1 --321 157.550 -- 1 -- -- -- --322 157.675 -- 1 -- -- -- --323 157.850 1 -- -- -- -- --324 158.060 -- 1 -- -- -- --325 158.120 -- 1 -- -- -- --326 158.360 -- -- 1 -- -- --327 158.415 -- 1 -- -- -- --328 158.600 1 -- -- -- -- --329 158.816 -- 1 -- -- -- --330 158.870 -- -- -- -- -- 12.00331 158.910 -- 1 -- -- -- --332 159.245 -- 1 -- -- -- --333 159.300 1 -- -- -- -- --334 159.400 1 -- -- -- -- --335 159.500 -- 1 -- -- -- --336 159.600 -- 1 -- -- -- --337 159.900 1 -- -- -- -- --338 160.100 1 -- -- -- -- --339 160.300 1 -- -- -- -- --340 160.465 -- -- -- -- -- 60.00341 160.600 -- 1 -- -- -- --342 160.710 -- -- -- -- 1 --343 160.900 -- 1 -- -- -- --344 161.267 1 -- -- -- -- --345 161.450 -- 1 -- -- -- --346 161.700 -- 1 -- -- -- --347 161.900 -- 1 -- -- -- --348 162.100 -- 1 -- -- -- --349 162.300 1 -- -- -- -- --350 162.500 -- 1 -- -- -- --351 162.700 1 -- -- -- -- --352 162.800 -- 1 -- -- -- --353 162.900 -- 1 -- -- -- --354 163.200 1 -- -- -- -- --355 163.500 1 -- -- -- -- --356 163.700 1 -- -- -- -- --357 163.900 -- 1 -- -- -- --358 164.070 -- 1 -- -- -- --359 164.150 1 -- -- -- -- --360 164.300 1 -- -- -- -- --361 164.500 1 -- -- -- -- --362 164.680 -- -- -- -- -- 18.00363 164.700 -- 1 -- -- -- --364 164.900 1 -- -- -- -- --365 165.100 -- 1 -- -- -- --366 165.300 -- 1 -- -- -- --367 165.450 1 -- -- -- -- --368 165.700 1 -- -- -- -- --369 165.900 1 -- -- -- -- --370 166.100 1 -- -- -- -- --371 166.300 -- 1 -- -- -- --372 166.500 -- 1 -- -- -- --373 166.810 1 -- -- -- -- --374 166.910 1 -- -- -- -- --375 167.000 -- -- 1 -- -- --376 167.100 -- -- 1 -- -- --


No.Chainage (in Km)


377 167.450 -- 1 -- -- -- --378 167.580 -- 1 -- -- -- --379 167.680 1 -- -- -- -- --380 167.900 -- 1 -- -- -- --381 168.300 1 -- -- -- -- --382 168.600 1 -- -- -- -- --383 168.850 -- 1 -- -- -- --384 169.000 1 -- -- -- -- --385 169.200 1 -- -- -- -- --386 169.550 1 -- -- -- -- --387 169.400 -- -- -- -- -- 14.00388 169.800 -- 1 -- -- -- --389 170.000 1 -- -- -- -- --390 170.200 1 -- -- -- -- --391 170.450 1 -- -- -- -- --392 170.650 -- 1 -- -- -- --393 170.800 -- 1 -- -- -- --394 171.000 -- -- -- -- 1 --395 171.200 -- 1 -- -- -- --396 171.400 -- 1 -- -- -- --397 171.600 1 -- -- -- -- --398 171.800 1 -- -- -- -- --399 172.100 1 -- -- -- -- --400 172.300 -- 1 -- -- -- --401 172.600 -- 1 -- -- -- --402 172.800 1 -- -- -- -- --403 173.050 1 -- -- -- -- --404 173.370 -- 1 -- -- -- --405 173.600 -- 1 -- -- -- --406 173.670 -- -- -- -- -- 51.00407 173.800 1 -- -- -- -- --408 174.000 1 -- -- -- -- --409 174.250 1 -- -- -- -- --410 174.500 1 -- -- -- -- --411 174.750 1 -- -- -- -- --412 174.960 -- 1 -- -- -- --413 175.050 -- 1 -- -- -- --414 175.300 1 -- -- -- -- --415 175.550 1 -- -- -- -- --416 175.750 1 -- -- -- -- --417 175.995 -- 1 -- -- -- --418 176.000 1 -- -- -- -- --419 176.250 1 -- -- -- -- --420 176.690 -- 1 -- -- -- --421 176.900 1 -- -- -- -- --422 177.100 -- 1 -- -- -- --423 177.220 -- -- -- -- -- 33.00424 177.350 -- 1 -- -- -- --425 177.600 1 -- -- -- -- --426 177.800 -- 1 -- -- -- --427 178.000 1 -- -- -- -- --428 178.240 -- 1 -- -- -- --429 178.400 -- -- -- -- -- 14.00430 178.490 -- -- -- -- -- 39.00431 178.500 -- 1 -- -- -- --432 178.700 1 -- -- -- -- --433 178.920 1 -- -- -- -- --434 179.020 -- 1 -- -- -- --435 179.300 -- 1 -- -- -- --436 179.590 -- 1 -- -- -- --437 179.800 1 -- -- -- -- --438 180.000 -- 1 -- -- -- --439 181.300 -- 1 -- -- -- --440 181.600 1 -- -- -- -- --441 181.710 -- 1 -- -- -- --442 181.900 1 -- -- -- -- --443 182.150 -- 1 -- -- -- --444 182.300 1 -- -- -- -- --445 182.500 -- 1 -- -- -- --446 182.800 -- 1 -- -- -- --447 182.950 1 -- -- -- -- --448 183.300 -- 1 -- -- -- --449 183.550 -- 1 -- -- -- --450 183.800 1 -- -- -- -- --451 184.050 -- 1 -- -- -- --452 184.370 -- -- 1 -- -- --453 184.600 -- 1 -- -- -- --


No.Chainage (in Km)


454 184.900 -- 1 -- -- -- --455 185.150 1 -- -- -- -- --456 185.300 1 -- -- -- -- --457 185.840 1 -- -- -- -- --458 186.000 -- 1 -- -- -- --459 186.300 1 -- -- -- -- --460 186.600 1 -- -- -- -- --461 186.890 -- -- -- -- -- 10.00462 186.920 -- 1 -- -- -- --463 187.200 1 -- -- -- -- --464 187.400 1 -- -- -- -- --465 187.650 1 -- -- -- -- --466 187.880 1 -- -- -- -- --467 188.150 -- -- -- -- -- 26.00468 188.330 -- 1 -- -- -- --469 188.370 -- 1 -- -- -- --470 188.450 1 -- -- -- -- --471 188.900 1 -- -- -- -- --472 189.000 1 -- -- -- -- --473 189.195 1 -- -- -- -- --474 189.415 -- -- -- -- 1 --475 189.650 -- 1 -- -- -- --476 189.900 1 -- -- -- -- --477 190.130 -- -- -- -- 1 --478 190.370 1 -- -- -- -- --479 190.660 1 -- -- -- -- --480 190.860 -- 1 -- -- -- --481 190.930 -- 1 -- -- -- --482 191.330 1 -- -- -- -- --483 191.660 1 -- -- -- -- --484 191.830 1 -- -- -- -- --485 191.920 1 -- -- -- -- --486 192.020 1 -- -- -- -- --487 192.090 1 -- -- -- -- --488 192.265 -- 1 -- -- -- --489 192.500 1 -- -- -- -- --490 192.735 1 -- -- -- -- --491 193.035 -- 1 -- -- -- --492 193.200 1 -- -- -- -- --493 193.515 1 -- -- -- -- --494 193.665 -- -- -- -- 1 --495 194.000 1 -- -- -- -- --496 194.430 1 -- -- -- -- --497 194.745 1 -- -- -- -- --498 195.015 1 -- -- -- -- --499 195.075 1 -- -- -- -- --500 195.090 -- -- -- 1 -- --501 195.270 1 -- -- -- -- --502 195.600 1 -- -- -- -- --503 196.635 -- -- -- -- 1 --504 197.085 -- -- -- -- -- 25.00505 197.580 -- 1 -- -- -- --506 197.880 1 -- -- -- --507 197.955 1 -- -- -- --508 198.135 -- 1 -- -- -- --509 198.705 -- -- -- -- -- 8.00510 199.055 -- 1 -- -- -- --511 199.215 1 -- -- -- -- --512 199.515 -- -- -- -- -- 25.00513 200.145 -- 1 -- -- -- --514 200.305 -- -- -- 1 -- --515 200.395 -- -- -- 1 -- --516 200.525 -- -- -- 1 -- --517 200.605 1 -- -- -- -- --518 200.915 1 -- -- -- -- --519 201.225 -- -- -- 1 -- --520 201.425 -- -- -- 1 -- --521 201.595 1 -- -- -- -- --522 201.800 1 -- -- -- -- --523 201.185 -- -- -- -- -- 20.00524 202.355 -- -- -- 1 -- --525 202.415 -- 1 -- -- -- --526 202.465 -- -- -- 1 -- --527 202.555 -- -- -- 1 -- --528 202.655 -- -- 1 -- -- --529 202.825 -- -- 1 -- -- --530 202.905 -- -- -- 1 -- --


No.Chainage (in Km)


531 202.955 -- 1 -- -- -- --532 203.300 1 -- -- -- -- --533 203.565 -- -- -- 1 -- --534 203.675 -- -- -- -- -- 20.00535 204.015 -- -- -- -- -- 10.00536 204.175 -- -- -- -- -- 20.00537 204.400 -- -- -- -- 1 --538 204.485 -- -- -- -- -- 10.00539 204.575 -- -- 1 -- -- --540 204.900 -- 1 -- -- -- --541 205.300 -- 1 -- -- -- --542 205.415 -- -- -- -- -- 20.00543 205.725 -- -- -- 1 -- --544 205.845 -- 1 -- -- -- --545 205.975 -- 1 -- -- -- --546 206.125 -- -- -- -- -- 25.00547 206.325 1 -- -- -- --548 206.400 1 -- -- -- -- --549 206.525 -- -- -- -- -- 20.00550 206.755 -- -- -- -- -- 10.00551 207.045 -- 1 -- -- --552 207.245 -- -- -- -- -- 20.00553 207.385 -- -- -- 1 -- --554 207.855 -- -- -- -- -- 10.00555 208.100 -- 1 -- -- --556 208.355 -- -- -- -- -- 25.00557 208.395 -- -- -- -- -- 10.00558 208.645 -- -- -- -- -- 10.00559 208.705 1 -- -- -- -- --560 208.735 1 -- -- -- -- --561 208.775 1 -- -- -- -- --562 208.820 1 -- -- -- -- --563 208.910 1 -- -- -- -- --564 209.445 1 -- -- -- -- --565 209.555 -- -- -- -- -- 15.00566 209.735 -- -- -- 1 -- --567 210.200 1 -- -- -- -- --568 210.240 -- -- 1 -- -- --569 211.050 -- 1 -- -- -- --570 211.075 -- 1 -- -- -- --571 211.200 1 -- -- -- -- --

Total 250 206 38 24 19 796.00 (35 Nos)

Annexure - D


1 2 3 4 5 6 7

1 Retaining Wall 4100 M 19620 Mtr 80442000 As Per Annexure - D1

1 Breast Wall 3060 M 15948 Mtr 48800880 As Per Annexure - D2

Total 129242880

ABSTRACT OF COST FOR RETAINING & BREAST WALL


1 2 3 4 5 6 71 Excavation for Structures (Earth work in excavation of foundation of structures as

per drawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.)

I Ordinary soilA Manual Means APSR' 2007 (R&B)

(i) upto 3 m depth 38.53 49.00 Cu.m. 1888.07 Item 12.1(1)A(i)2 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation

with crushed stone aggregate 40 mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days.)

1.71 3322.00 Cu.m. 5680.62 Item 12.4

3 Stone masonry work in cement mortar 1:3 in foundation complete as drawing andTechnical Specification

(b) Random Rubble Masonry 31.49 2741.00 Cu.m. 86302.85 Item 12.7 (b)4 Dry rubble Flooring 26.43 906.00 Cu.m. 23949.29 Item 15.95 Back filling behind abutment, wing wall and return wall complete as per drawing

and Technical specification A Granular material 8.75 721.00 Cu.m. 6308.75 Item 13.9 (A)

Add for Cartage of materials 67873.00 Annexure-(v)Add for Cost difference of Cement and Steel 4202.00 Annexure-(v)

Total cost for 10.00 mtr. length -- -- -- 196204.58Cost per mtr. -- -- -- 19620.46

Say Rs. 19620.00


( SH: R/Wall 4.00 Height 10.00 Length)

ABSTRACT OF COST

Item No Sub-Heads and items of works Qty. Rate Per Amount Remarks.

Annexure - D1


Item No-1 Earthwork in excavation in foundation= 1/2 X 10.00 X 2.28 X 3.38 = 38.53 Cum

Item No-2 P/Laying C.C 1:5:10 in foundation and plinth. = 1/2 X 10.00 X 2.28 X 0.15 = 1.71 Cum

Item No-3 Random rubber masonry with cement 1:6: (A) Horizontal BandBottom = 1X 10.00X (2.08+1.88)/2 x 0.60 = 11.88 CumMiddle = 1 X 10.00X (1.58+1.46)/2 X 0.30 = 4.56 CumTop = 1 x 10.00x(0.96 + 0.75/2) x (0.60 + 0.30)/2 = 3.85 Cum(B) Vertical BandBottom = 1X 4.00X (1.88+1.58)/2 x 0.60 x 1.40 = 5.81 CumTop = 1 X 4.00X (1.46+0.96)/2 X 0.60 x 1.40 = 4.07 Cum

30.17 Cum (A)( c) Parapetwall = 1x 7 X (0.60 + 0.45/2) X 0.60X0.60 = 1.32 Cum

31.49 Cum

Item No-4 Day random rubble masonryTotal volume of R/wall = 1 x 10.00 x (2.08+0.75/2)x4.00 = 56.60 CumDeduct Volume of R.R.R (A) = -30.17 CumNet volume of day masonary. 26.43 Cum

Item No-5 Stone filling behind the wall =1X 1/2 X 10.00 X 1.00 X 1.75 = 8.75 Cum


DETAILS OF MEASUREMENT R/Wall- Details for 10mtr Length and 4.00mHeight

0.30 m

1.40 m

1.40 m

4.00 m

3.38 m

2.28 m

1.88

1.46 m

0.96 m

1.58 m

Annexure-(vii)


1 2 3 4 5 6 7 8 9 10 11 12 13

1 C.C 1:3:6 3.420 0.230 0.787 0.450 1.539 0.900 3.078 - - - -2 R.R.M. with 1:3 20.260 0.153 3.100 0.315 6.382 - - 1.160 23.50 - -3 Day R.R.M. …. 28.760 - - - - - - 1.160 33.36 - -4 Stone filling …… 6.880 - - - - - - - - 1.200 8.256

3.886 7.921 3.078 56.86 8.256

Add 5% wastage………………. 0.1944.081

Cost for Carriage of Materialsa) Cement - 4.081 MT. @ 964.40 /MT. 3935.00 (As per Analysis of Rate - 3)b) Sand - 7.921 Cum. @ 898.90 /Cum. 7120.00 (As per Analysis of Rate - 5)c) Aggregate - 3.078 Cum. @ 898.90 /Cum. 2767.00 (As per Analysis of Rate - 4)d) Boulder - 56.86 Cum. @ 627.60 /Cum. 35687.00 (As per Analysis of Rate - 4)e) Granular material - 8.256 Cum. @ 898.90 /Cum. 7421.00 (As per Analysis of Rate - 4)

Total Rs. 56930.00

Difference of Cost for Cement for each culvert 4.081 MT @ 768.00 /MT 3134.00 (A)


Total 3134.00

Cost difference of Cement and Steel in between APSR'2007 & Market

Boulder Granular materialsSand AggregateS.N. Description of Item Quantity

(Cum.)

Cement

Theoritical Consumption StatementB/Wall-3.80 height and 10.00 Mtr length

Annexure - D2

(SH:- B/Wall 10.00m length & 3.80m height)


1 Excavation for Structures (Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.)

APSR' 2007 (R&B)

I Ordinary soilA Manual Means

(i) upto 3 m depth 30.78 49.00 Cu.m. 1508.22 Item 12.1(1)A(i)


3.42 3322.00 Cu.m. 11361.24 Item 12.4

3 Stone masonry work in cement mortar 1:3 in foundation complete as drawing andTechnical Specification

(b) Random Rubble Masonry 20.26 2741.00 Cu.m. 55532.66 Item 12.7 (b)

4 Dry rubble Flooring 28.76 906.00 Cu.m. 26056.56 Item 15.9


A Granular material 6.88 721.00 Cu.m. 4960.48 Item 13.9 (A)Add for Cartage of materials 56930.00 Annexure-(vi)

Add for Cost difference of Cement and Steel 3134.00 Annexure-(vi)

Total cost for 10.00 mtr. length -- -- -- 159483.16Cost per mtr. -- -- -- 15948.32

Say Rs. 15948.00

ABSTRACT OF COST



(SH:- B/Wall 10.00m length & 3.80m height)

Item No.- 1 Earthwork in excavation over areas (exceeding 30 cm in depth, 1.50 m …………….10 x ½ x 2.28 x 2.70 = 30.78 Cu.m.

Item No.- 2 Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 …………..10 x 2.28 x 0.15 = 3.42 Cu.m.

Item No.- 3 Randum rubble masonry with hard stone in foundation and plinth in cement mortar 1:3 ……..Horizontal band

Bottom = 10 x (2.08 + 1.93)/2 x 0.60 = 12.03 Cu.m. = 10 x (0.73 + 0.50)/2 x 0.30 = 1.85 Cu.m.Vertical = 4 x (1.93 + 0.73)/2 x 2.00 x 0.60 = 6.38 Cu.m.

20.26 Cu.m.

Item No.- 4 Dry random rubble masonry (first sort) with hard stone ……..10 x (2.08 + 0.50)/2 x 3.80 = 49.02 Cu.m.Deduction for R.R. band. = -20.26 Cu.m.

28.76 Cu.m.

Item No.- 5 Stone filling behind the wall with hard stone as per the direction of the Engineer-in-charge.10 x ½ x 1.10 x 1.25 = 6.88 Cu.m.

DETAILS OF MEASUREMENT


2 08 m

Annexure-(vi)

Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty. Coef. Qnty.1 2 3 4 5 6 7 8 9 10 11 12 13

1 C.C 1:3:6 1.71 0.23 0.393 0.45 0.770 0.9 1.539 - - - -2 R.R.M. with 1:3 31.49 0.153 4.818 0.315 9.919 - - 1.16 36.528 - -3 Day R.R.M. …. 26.43 - - - - - - 1.16 30.659 - -4 Stone filling …… 8.75 - - - - - - - - 1.20 10.50

5.211 10.689 1.539 67.187 10.50

Add 5% wastage………………. 0.2615.472

Cost for Carriage of Materialsa) Cement - 5.472 MT. @ 964.40 /MT. 5277.00 (As per Analysis of Rate - 3)b) Sand - 10.689 Cum. @ 898.90 /Cum. 9608.00 (As per Analysis of Rate - 5)c) Aggregate - 1.539 Cum. @ 898.90 /Cum. 1383.00 (As per Analysis of Rate - 4)d) Boulder - 67.187 Cum. @ 627.60 /Cum. 42167.00 (As per Analysis of Rate - 4)e) Granular material - 10.50 Cum. @ 898.90 /Cum. 9438.00 (As per Analysis of Rate - 4)

Total Rs. 67873.00

Difference of Cost for Cement for each culvert 5.472 MT @ 768.00 /MT 4202.00 (A)


Total 4202.00

Cost difference of Cement and Steel in between APSR'2007 & Market

Granular materialsS.N. Description of Item Quantity

(Cum.)Cement

(R/Wall-4.00 height and 10.00 Mtr lengthTheoritical Consumption Statement

Sand Aggregate Boulder

Annexure-E

Item Description of item Qnty Rate Unit Amount Remark

1 2 3 4 5 6 7

1 CC Drain 101.204 KM 1955915.00 KM 197946422.00 As Per Annexure- E-1

Total 197946422

ABSTRACT OF COST FOR CC DRAIN


(SH:- CC Drain (Cost for 1.00 km)

Item No. Sub-heads and items of work Qnty Rate Per. Amount. Remarks.

1 Excavation for Structures (Earth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing of sides and bottomand backfilling with approved material.)

APSR' 2007 (R&B)

I Ordinary soilA Manual Means(i) upto 3 m depth 618.75 49.00 Cum. 30319.00 Item 12.1 (1) A(i)

2 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

B PCC Grade M20 307.50 4520.00 Cum. 1389900.00 Item 12.8 (b)-- -- -- 1420219.00

Add for Cartage of materials 451385.00 Annexure-(xii)Add for Cost difference of Cement and Steel 84311.00 Annexure-(xii)

Total = Rs. 1955915.00 /KmSay Rs. 1955915.00

ABSTRACT OF COST - ORIGINAL ESTIMATE


Annexure - E 1


(SH:- CC Drain).

Details for 1000.00 mtrs. (1.00 Km.)

Item No.:- 1 Excavation for Structures (Earth work in excavation of foundation ……………1 x 1000.00 x(0.90+0.75)/2 x 0.75= 618.75 Cum

Item No.:- 2 PCC M201x1000x(0.65+0.75+0.65)X0.15 307.50 Cum

307.50 Cum

DETAILS OF MEASUREMENTS


0.45M

0.60M

0.15M

0.15M0.15M 0.60M

PCC M20

Annexure-(viii)

Coef. Quantity Coef. Quantity Coef. Quantity1 2 3 4 5 6 7 6 71 PCC Grade M20 307.500 0.340 104.550 0.450 138.375 0.800 246.000

Add 5% for wastage 5.228

TOTAL 109.778 138.375 246.000

Cost for Cartage of Materials Amount in Rs.a) Cement 109.778 MT @ 964.40/MT = 105869.90 (As per A/Rate - 3)b) Sand 138.375 cum @ 898.90/cum = 124385.29 (As per A/Rate - 5)c) Aggragate 246.00 cum @ 898.90/cum = 221129.40 (As per A/Rate - 5)

Rs. 451384.59 /KmSay Rs. 451385.00 /Km

a) Difference of Cost for Cement for each culvert 109.780 MT @ 768.00 /MT 84311.00 (A)


Total 84311.00


Theoritical Consumption for Cement Concrete Drain For 1.00 km

S.N. Description of Item Quantity Cement Sand Aggragate

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