Harana CD Work

8/13/2019 Harana CD Work

1/114

Sr.

No.

Description of item No. L B D/H Rate Amount

1 Earth work in excavation for

structures in ordinary soil up

to 3m depth as per MORD

specifications 300

1 1.00 1.14 0.91 1.04 cum 170.76 177.14

2 Providing P.C.C. grade M 10

(Nominal mix 1:3:6) in open

foundations as per MORD

specifications 800&1200

1 1.00 1.14 0.30 0.34 cum 4308.10 1473.37

3 Brick masonary work in

cement mortar 1:4 in

foundation complete as per

MORD specifications

600&1200

1 1.00 0.800 0.23 0.18

1 1.00 0.685 0.23 0.16

1 1.00 0.460 0.15 0.07

0.41 cum 4,327.15 1776.51

3 Brick masonary work in

cement mortar 1:4 in

substructure complete as per

MORD specifications

600&1200

1 1.00 0.460 0.61 0.28

1 1.00 0.345 0.61 0.21

Taper portion 0.5 1.00 0.115 1.37 0.080.57 cum 4,543.51 2589.01

4 Providing and laying

plaincement concrete M 20

grade (Nominal mix 1:2:4) in

substructure as per MORD

specifications 800

Coping 1 1.00 0.345 0.050 0.02 cum 4960.53 85.57

6 Pointing with cement mortar

1:3 on brickwork as per

MORD specifications 600

Outside 1 1.00 1.37 1.37 sqm45.76

62.70

Total 6164.30

Sub Divisional Officer Executive Engineer(C)

Punjab Mandi Board Punjab Mandi Board

Patiala-1 Patiala

ANALYSIS OF RATE FOR CONSTRUCTION OF1.37 mtr HIGH RETAINING WALL

Unit: Per mtr

Qty


2/114


3/114

Sr.

No.

Description of item No. L B D/H Rate AmountQty


Patiala-1 Patiala


4/114


5/114

9th STEP 4 1.875 0.920 0.150 1.035 CUM

10th STEP 4 1.875 0.805 0.150 0.906 CUM

11th STEP 4 1.875 0.690 0.150 0.776 CUM

12th STEP 4 1.875 0.575 0.150 0.647 CUM

13th STEP 4 1.875 0.460 0.150 0.518 CUM

14th STEP 4 1.875 0.345 0.150 0.388 CUM

15th STEP 4 2.105 0.345 0.410 1.191 CUM

16th STEP Avg.0.230/2=0.115 ,

(1.380x0.345)/2=0.238

4 0.115 0.238 1.500 0.164 CUM

Curtain walls

2 1.155 0.460 0.150 0.159 CUM

2 1.270 0.345 0.150 0.131 CUM

2 1.385 0.230 0.150 0.096 CUM

2 1.500 0.230 0.075 0.052 CUM

Parapet

4 2.480 0.345 0.450 1.540 CUM

76.81 4327.15 332365

per cum

4 Plain/reinforced cement concrete

(RCC Grade M-25) in sub

structure complete as per

drawings and technical

specification clauses

802,804,805,806,807,1202 and

1204.

FOR DECK SLAB 1 9.200 1.900 0.210 3.67 CUM

For Bed Plates 2 9.200 0.575 0.200 2.12 CUM

Sides of Slab 2 9.200 0.355 0.210 1.37 CUM

Parapet walls 2 1.900 0.115 0.450 0.20 CUM

For Wearing Slab 1 2.650 8.500 0.080 1.80 CUM

9.16 CUM 5454.07 49944

5 Supplying, fitting and placing TMT

bar reinforcement (Fe 500) in


drawings and technicalspecification clauses 1002,

1005,1010 and 1202

Factorwt. Kg

per mtr

12 mm dia bar (main steel) 93 1.850 0.89 153.12 KG

10 mm dia bar (Dist. Steel) 11 9.160 0.62 62.47 KG

10 mm dia bar ( Temp. steel) 47 1.850 0.62 53.91 KG


8 mm dia bar (for bed plate)

2x8=16

16 9.160 0.39 57.16 KG

8mm dia bar (for parapet)

2x2x11=44

44 1.000 0.39 17.16 KG


2x2x3 =12

12 1.850 0.39 8.66 KG

8mm Ring(2x35)=70 70 1.87 0.39 51.05 KG

466.00 KG

Add 10% for Gradual Overlap 46.60 KG

Add 5% for Chairs 23.30 KG

535.90 KG

0.536 MT 54737.8 29334

6 Pointing with Cement Mortar (1:3),

on brickwork as per technical

specification Clause 613.3


6/114

Abutment 2 9.200 1.500 27.60 SQM

Abutment sides and wing walls 4 2.680 1.500 16.08 SQM

Parapet sides 4 2.105 0.450 3.79 SQM

Parapet Top 4 2.480 0.345 47.47 SQM

Parapet end sides 4 0.345 0.450 67.34 SQM

162.28 SQM 45.76 7426

per sqm

7 Providing and fixing in position 20

mm thick pre-molded joint fil ler inexpansion joint for fixed ends of

simply supported spans, covered

with sealant complete as per

drawing and technical

specif ication as per clause 1200

(Rate 210mm deep,Rate is per

mtr per cm depth, hence for 21 cm

depth the qnty will be

2x6.7= 13.4x21x1=281 2 9.2 18.40

For 210 mm deep 1 18.40 21 386 RMT 18.38 7103

8 Providing PCC M-20 Architectural

coping on the top of wing wall

return wall etc. comp. as per


specification clause 615 75mm

thick

Parapets 4 2.480 9.92 RMT 312.76 3103

9 Painting two coats including

primer coat after filling the surface

with synthetic enamel paint in all

shades on new, plastered /

concrete surfaces as per drawing

and Technical Specification

Clause 1701

2x2=4 4 6.86 0.450 12.348 SQM 91.50 1130

per sqm

10 Providing weepholes in brickmasonry/stone masonry,

plain/reinforced concrete

abutment, wing wall, return wall

with 100 mm dia AC pipe

extending through the full width of

the structures with slope of

1(V):20(H) towards drawing face

complete as per drawing and

technical specification Clauses

614, 709, 1204.3.7 16 0.69 12.00 RMT 226.41 2717

11 Providing and laying c.c. flooring

1:2:4 for bed protection as per


Inside of culvert 1 9.20 1.50 0.075 1.04

1.04 cum 4792.85 4961

12 Earth filling for diversion to

continue the traffic

For approaches 1 60 6.7 0.60 241.20 CUM 188.71 45518

13 Back filling of abettments with

Sandy material

29.200 0.100 1.350 2.484

Cum

2 9.200 0.115 1.910 4.042 Cum

2 0.172 0.238 1.500 0.123 Cum


7/114

2 9.200 0.520 1.500 14.352 Cum

2 9.200 1.645 3.260 98.674 Cum

119.674 Cum

less qnty as per brick work of wing

walls

-27.271 Cum

less Road crust 2 6.7 2.105 0.48 -13.539 Cum

78.864 Cum 1,752.44 138204

14 Wrought iron & Mild steel ladders,

framed grills, gratings etc. withends of bars rivetted of molded

forged framed window guards,

barred iron doors stair case iron

railing etc. including cost of bolts

and nuts, screws, welding rod

complete fixing in position

ISA 50 mm X 50 mm X 6 mm

2X5 10 1.38 - - 13.800 m

[email protected] Kg/ m 61.134 Kg

Pipe 33.7mm O/D

2X2 4 32.400 [email protected] Kg/ m 95.256 Kg

Total 156.390 Kg

Rate As per CSR 18.4 =

6894.90+16%

or 1.564 Qtl 7,998.08 12508

15 Providing and applying two coats

of ready mix paint including primer

coat of approved brand on steel

surface after through cleaning of

surface to give an even shade as

per drawing and Technical

Specification Clause 1701

Angles

2X5

10 0.45 0.846 Sqm

Angles

2X2

4 8.10 0.376 Sqm

Total 1.222 Sqm 80.90 99

689889


Punjab Mandi Board Punjab Mandi BoardPatiala-1 Patiala

(6.90+0.60+0.60)

((50+50+44+44)/

1000)

3.14X33.7)/100
mailto:[email protected]%20Kg/%20mmailto:[email protected]%20Kg/%20mmailto:[email protected]%20Kg/%20mmailto:[email protected]%20Kg/%20m


8/114

Sr. No. Description of item No. L B D/H Rate Amount


structures in ordinary soil up to 3m

depth as per MORD specifications

300Abutment 2 9.40 0.90 0.60 10.15

Head Wall 4 0.23 0.90 0.60 0.50

Curtain Wall 2 0.53 0.39 0.55 0.23

For bed 1 8.74 0.39 0.175 0.60

11.47 cum 170.76 1959





Abutment 2 9.40 0.90 0.15 2.54

Head Wall 4 0.23 0.90 0.15 0.12

Curtain Wall 2 0.53 0.39 0.10 0.04

For bed 1 8.74 0.39 0.10 0.34

3.04 cum 4308.10 13116

3 Brick masonary work in cement

mortar 1:4 in foundation complete

as per MORD specifications

600&1200

Abutment 2 9.200 0.690 0.150 1.90

2 9.200 0.570 0.150 1.57

2 9.200 0.460 0.300 2.54

2 9.200 0.345 0.450 2.86

Head walls 4 0.230 0.690 0.150 0.10

4 0.340 0.575 0.150 0.12

4 0.460 0.460 0.300 0.25

4 0.460 0.345 0.650 0.41

Curtain Wall 2 0.460 0.60 0.150 0.082 0.345 0.600 0.150 0.06

9.90 cum 4,327.15 42827

4 Brick masonry work in cement

mortar 1:3 in parapet excluding

pointing and plastering as per


specifications Clauses 600, 900

and 1208.4

Parapet walls 2 2.44 0.345 0.40 0.67

0.67 cum 4,529.22 3050

5 Providing and laying reinforced

cement concrete M 20 grade

(Nominal mix 1:2:4) insuperstructure as per MORD

specifications 800

For bed 1 9.20 0.600 0.075 0.41 cum

0.41 cum 4960.53 2054

6 Providing and laying reinforced

cement concrete M 25 grade

(Nominal mix 1:1:3) in

superstructure as per MORD

specifications 800

Slab 1 9.20 1.29 0.20 2.37 cum

DETAIL ANALYSIS FOR CONST. OF0.60 M SPAN SLAB TYPE CULVERT WITH CARRIAGE WAY 8.50 M

Unit: Each

Qty


9/114

2.37 cum 5454.07 12946


bar (Fe 500) reinforcement in

superstructure as per MORD

specifications 1000

Slab Length Factor Kg

10mm main 2 47 1.23 0.62 71.68

10mm DS 2 8 9.16 0.62 90.87

Chairs 1 12.00 0.45 0.62 3.35Overlap 1 10 0.50 0.62 3.10

169.00 kg

or 0.169 MT 54737.77 9251






thick

Parapets and wing walls 2 2.44 4.88 mtr 312.76 1526




Abutment insides 2 9.2 0.60 11.04

Abutment sides 4 0.91 0.90 3.28

4 0.575 0.200 0.46

Parapet side 4 2.44 0.40 3.90

End sides 4 0.40 0.345 0.55

19.23 sqm 45.76 880

10 Painting of parapet walls of CD

work with cement paint as per


Parapet top 2 2.44 0.45 2.20

Parapet inside 2 2.44 0.45 2.20End sides 4 0.45 0.345 0.62

5.01 sqm 91.50 458.71


Sandy material

2 5.800 0.175 0.100 0.203 Cum

2 6.700

0.203 Cum 1,752.44 356

Total 88423

Sub Division Officer ( C ) Executive Engineer ( C )

Pb.Mandi Board, Punjab Mandi Board

Patiala -1 Patiala

No.


10/114

Sr. No Description of Items

No. Length Breadt

h

Height/

Depth

Qty. Rate

(Rs.)

Amount

(Rs.)


structures as per drawing andtech. specifications clause 305.1

including setting out, const. of

shouring and bracing, removal of

stumps and other deleterious

material and disposal up to a lead

of 50 mar dressing of sides a and

b

Abutment 2 9.400 2.960 1.550 86.254

Wing walls 4 1.760 2.000 1.550 21.824

Curtain walls 2 4.750 0.530 0.775 3.902

Under flooring 1 8.140 3.320 0.175 4.729

116.710 CUM 170.76 19929

2 Plain Cement Concrete M 10

(1:3:6 nominal mix) in leveling

course below open foundation of

Head walls as per drawing and

Technical Specification Clause

1109.

Abutment 2 9.400 2.960 0.200 11.130

Wing walls 4 1.760 2.000 0.200 2.816

Curtain walls 2 5.300 0.530 0.150 0.843

For Bed 1 8.140 6.000 0.100 4.884

19.67 CUM 4308.10 84750

3 Brick Masonry work in cement

mortar 1:4 in foundations

complete except pointing and

plastering as per drawing andtechnical specification Clauses

600,1202 and 1203

ABUTMENTS

1st STEP 2 9.200 2.760 0.150 7.618 CUM

2nd STEP 2 9.200 2.645 0.150 7.300 CUM

3rd STEP 2 9.200 2.530 0.150 6.983 CUM

4th STEP 2 9.200 2.415 0.150 6.665 CUM

5th STEP 2 9.200 2.300 0.150 6.348 CUM

6th STEP 2 9.200 2.185 0.150 6.031 CUM

7th STEP 2 9.200 2.070 0.150 5.713 CUM

8th STEP 2 9.200 1.955 0.150 5.396 CUM

9th STEP 2 9.200 1.840 0.150 5.078 CUM

10th STEP Avg(1.61+0.690)/2=1.15

2 9.200 1.150 2.970 62.845 CUM

Wing walls

1st STEP 4 1.760 1.840 0.450 5.829 CUM

2nd STEP 4 1.760 1.725 0.450 5.465 CUM

3rd STEP 4 1.760 1.610 0.225 2.550 CUM

4th STEP 4 1.760 1.495 0.150 1.579 CUM

5th STEP 4 1.875 1.380 0.150 1.553 CUM

6th STEP 4 1.875 1.265 0.150 1.423 CUM

7th STEP 4 1.875 1.150 0.150 1.294 CUM

8th STEP 4 1.875 1.035 0.150 1.164 CUM


Detail of Qty


11/114


12/114




Abutment 2 9.200 2.970 54.65 SQM



Parapet Top 4 2.480 0.345 90.28 SQM

Parapet end sides 4 0.345 0.450 125.90 SQM306.45 SQM 45.76 14025

per sqm


mm thick pre-molded joint fil ler in

expansion joint for fixed ends of






mtr per cm depth,10mm wide

hence for 21 cm depth the qnty

will be 2x6.7=

13.4x21x2=563 2 9.2 18.40

For 210 mm deep 2 18.40 21 773 RMT 18.38 14205






thick

Parapets 4 2.480 9.92 RMT 312.76 3103





concrete surfaces as per drawingand Technical Specification

Clause 1701

2x2=4 4 6.90 0.450 12.42 SQM 91.50 1136

per sqm

10 Providing weepholes in brick

masonry/stone masonry,







complete as per drawing andtechnical specification Clauses

614, 709, 1204.3.7 20 0.69 13.80 RMT 226.41 3124





4.14 cum 4689.96 19416




13/114



Sandy material

26.700 0.100 1.350

1.809 Cum

2 6.700 0.115 1.910 2.943 Cum

2 0.172 0.238 1.500 0.123 CUM

2 8.990 0.520 1.500 14.024 Cum

2 6.700 1.645 3.260 71.860 Cum

90.760 Cum

less qnty as per brick work of wingwalls

-26.374 Cum


50.847 Cum 1,752.44 89105


framed grills, gratings etc. with

ends of bars rivetted of molded







2X10 20 1.38 - - 27.600 m

[email protected] Kg/ m 122.268 KgPipe 33.7mm O/D

2X2 4 31.920 m


Total 216.113 Kg


6894.90+16%

or 2.161 Qtl 7,998.08 17285








Angles

2X10

20 0.45 1.692 Sqm

Pipes

2X2

4 8.10 0.376 Sqm

Total 2.068 Sqm 80.90 167

1284701



Patiala-1 Patiala

(7.38+0.30+0.30)

((50+50+44+4

4)/1000)

((3.14X33.7)/

1000)


14/114


No. Length Breadt

h

Height/

Depth

Qty. Rate

(Rs.)

Amount

(Rs.)


structures as per drawing and

tech. specifications clause 305.1

including setting out, const. of shouring and bracing, removal of




b

Abutment 2 9.400 2.960 1.550 86.254

Wing walls 4 1.760 2.000 1.550 21.824

Curtain walls 2 4.750 0.530 0.775 3.902

Under flooring 1 8.140 0.960 0.175 1.368

113.348 CUM 170.76 19355






1109.

Abutment 2 9.400 2.040 0.200 7.670

Wing walls 4 1.760 2.000 0.200 2.816

Curtain walls 2 5.300 0.530 0.150 0.843

For Bed 1 8.140 3.000 0.100 2.442

13.77 CUM 4308.10 59327




plastering as per drawing and


600,1202 and 1203ABUTMENTS

1st STEP 2 9.200 1.840 0.150 5.078 CUM

2nd STEP 2 9.200 1.725 0.150 4.761 CUM

3rd STEP 2 9.200 1.610 0.150 4.444 CUM

4th STEP 2 9.200 1.495 0.150 4.126 CUM

5th STEP 2 9.200 1.380 0.150 3.809 CUM

6th STEP 2 9.200 1.265 0.150 3.491 CUM

7th STEP 2 9.200 1.150 0.150 3.174 CUM

8th STEP 2 9.200 1.035 0.150 2.857 CUM

9th STEP 2 9.200 0.920 0.150 2.539 CUM

10th STEP Avg

(1.61+0.690)/2=1.15

2 9.200 1.150 2.000 42.320 CUM

Wing walls1st STEP 4 1.760 1.840 0.450 5.829 CUM

2nd STEP 4 1.760 1.725 0.450 5.465 CUM

3rd STEP 4 1.760 1.610 0.225 2.550 CUM

4th STEP 4 1.760 1.495 0.150 1.579 CUM

5th STEP 4 1.875 1.380 0.150 1.553 CUM

6th STEP 4 1.875 1.265 0.150 1.423 CUM

7th STEP 4 1.875 1.150 0.150 1.294 CUM

8th STEP 4 1.875 1.035 0.150 1.164 CUM

9th STEP 4 1.875 0.920 0.150 1.035 CUM

10th STEP 4 1.875 0.805 0.150 0.906 CUM


Detail of Qty


15/114

11th STEP 4 1.875 0.690 0.150 0.776 CUM

12th STEP 4 1.875 0.575 0.150 0.647 CUM

13th STEP 4 1.875 0.460 0.150 0.518 CUM

14th STEP 4 1.875 0.345 0.150 0.388 CUM

15th STEP 4 2.105 0.345 0.345 1.002 CUM

16th STEP

Avg.(0.230x1.50)/2=0.172 ,

(1.380x0.345)/2=0.238

4 0.172 0.238 1.500 0.246 CUM

Curtain walls2 2.310 0.460 0.230 0.489 CUM

2 2.540 0.345 0.230 0.403 CUM

2 2.770 0.230 0.450 0.573 CUM

2 3.000 0.230 0.100 0.138 CUM

Parapet

4 2.480 0.345 0.450 1.540 CUM

106.12 4327.15 459182

per cum






802,804,805,806,807,1202 and

1204.

FOR DECK SLAB 1 9.200 3.600 0.300 9.94 CUM


Sides of Slab 2 9.200 0.275 0.300 1.52 CUM



16.73 CUM 5454.07 91271





specification clauses 1002,1005,1010 and 1202

Factor

wt. Kgper mtr






2x8=16

16 9.160 0.39 57.16 KG


2x2x11=44

72 1.000 0.39 28.08 KG


2x2x3 =12

12 7.660 0.39 35.85 KG

8mm Ring

(2x35)=70

70 1.87 0.39 51.05 KG



42.31 KG973.02 KG

0.973 MT 54737.8 53261




Abutment 2 9.200 2.000 36.80 SQM


16/114


17/114

2 0.172 0.238 1.500 0.123 CUM

2 8.990 0.520 1.500 14.024 Cum

2 6.700 1.645 3.260 71.860 Cum

90.760 Cum


walls

-26.374 Cum


50.847 Cum 1,752.44 89105










2X8 16 1.38 - - 22.080 m


Pipe 33.7mm O/D2X2 4 31.920 m


Total 191.659 Kg


6894.90+16%

or 1.917 Qtl 7,998.08 15329








Angles

2X8

16 0.45 3.008 Sqm

Pipes

2X2 (3600+300) =3900

4 3.90 1.650 Sqm

Total 4.658 Sqm 80.90 377

879293



Patiala-1 Patiala

(7.38+0.30+0.30)

((50+50+44+4

4)/1000)

((3.14X33.7)/

1000


18/114


No. Length Breadt

h

Height/

Depth

Qty. Rate

(Rs.)

Amount

(Rs.)



tech. specifications clause 305.1

including setting out, const. of shouring and bracing, removal of




b

Abutment 2 11.300 2.960 1.550 103.689

Wing walls 4 1.760 2.000 1.550 21.824

Curtain walls 2 4.750 0.530 0.775 3.902

Under flooring 1 8.140 0.960 0.175 1.368

130.782 CUM 170.76 22332






1109.

Abutment 2 11.300 2.040 0.200 9.221

Wing walls 4 1.760 2.000 0.200 2.816

Curtain walls 2 5.300 0.530 0.150 0.843

For Bed 1 8.140 3.000 0.100 2.442

15.32 CUM 4308.10 66007




plastering as per drawing and


600,1202 and 1203ABUTMENTS

1st STEP 2 11.100 1.840 0.150 6.127 CUM

2nd STEP 2 11.100 1.725 0.150 5.744 CUM

3rd STEP 2 11.100 1.610 0.150 5.361 CUM

4th STEP 2 11.100 1.495 0.150 4.978 CUM

5th STEP 2 11.100 1.380 0.150 4.595 CUM

6th STEP 2 11.100 1.265 0.150 4.212 CUM

7th STEP 2 11.100 1.150 0.150 3.830 CUM

8th STEP 2 11.100 1.035 0.150 3.447 CUM

9th STEP 2 11.100 0.920 0.150 3.064 CUM

10th STEP Avg

(1.61+0.690)/2=1.15

2 11.100 1.150 2.000 51.060 CUM

Wing walls1st STEP 4 1.760 1.840 0.450 5.829 CUM

2nd STEP 4 1.760 1.725 0.450 5.465 CUM

3rd STEP 4 1.760 1.610 0.225 2.550 CUM

4th STEP 4 1.760 1.495 0.150 1.579 CUM

5th STEP 4 1.875 1.380 0.150 1.553 CUM

6th STEP 4 1.875 1.265 0.150 1.423 CUM

7th STEP 4 1.875 1.150 0.150 1.294 CUM

8th STEP 4 1.875 1.035 0.150 1.164 CUM

9th STEP 4 1.875 0.920 0.150 1.035 CUM

10th STEP 4 1.875 0.805 0.150 0.906 CUM

DETAIL ANALYSIS FOR CONST. OF3.00 M SPAN SLAB SQEW TYPE CULVERT WITH CARRIAGE WAY 8.50 M

Detail of Qty


19/114

11th STEP 4 1.875 0.690 0.150 0.776 CUM

12th STEP 4 1.875 0.575 0.150 0.647 CUM

13th STEP 4 1.875 0.460 0.150 0.518 CUM

14th STEP 4 1.875 0.345 0.150 0.388 CUM

15th STEP 4 2.105 0.345 0.345 1.002 CUM

16th STEP

Avg.(0.230x1.50)/2=0.172 ,

(1.380x0.345)/2=0.238

4 0.172 0.238 1.500 0.246 CUM

Curtain walls2 2.450 0.460 0.230 0.518 CUM

2 2.680 0.345 0.230 0.425 CUM

2 2.910 0.230 0.450 0.602 CUM

2 3.140 0.230 0.100 0.144 CUM

Parapet

4 2.480 0.345 0.450 1.540 CUM

122.02 4327.15 528012

per cum






802,804,805,806,807,1202 and

1204.

FOR DECK SLAB 1 11.100 3.600 0.300 11.99 CUM


Sides of Slab 2 11.100 0.275 0.300 1.83 CUM



20.14 CUM 5454.07 109849






Factor

wt. Kgper mtr






2x8=16

16 11.060 0.39 69.01 KG


2x2x11=44

72 1.000 0.39 28.08 KG


2x2x3 =12

12 7.660 0.39 35.85 KG

8mm Ring

(2x35)=70

70 1.87 0.39 51.05 KG



50.33 KG1157.51 KG

1.158 MT 54737.8 63359




Abutment 2 11.100 2.000 44.40 SQM


20/114



Parapet Top 4 2.480 0.345 69.63 SQM


234.12 SQM 312.76 73223

per sqm



expansion joint for fixed ends of simply supported spans, covered






hence for 30 cm depth the qnty

will be 2x11.10=

22.20x30x2=1332 2 11.1 22.20

For300 mm deep 2 22.20 30 1332 RMT 18.38 24484






thick

Parapets 4 2.480 9.92 RMT 312.76 3103







Clause 1701

2x2=4 4 3.600 0.450 6.48

2 3.600 0.115 0.828

7.308 SQM 91.50 66910 Providing weepholes in brick








complete as per drawing and


614, 709, 1204.3.7 20 0.69 13.80 RMT 226.41 3124


1:2:4 for bed protection as perMORD specifications 1303


2.52 cum 4689.96 11819





Sandy material

26.700 0.100 1.350

1.809 Cum

2 6.700 0.115 1.910 2.943 Cum


21/114

2 0.172 0.238 1.500 0.123 CUM

2 8.990 0.520 1.500 14.024 Cum

2 6.700 1.645 3.260 71.860 Cum

90.760 Cum


walls

-26.374 Cum


50.847 Cum 1,752.44 89105










2X8 16 1.38 - - 22.080 m


Pipe 33.7mm O/D2X2 4 18.000 m


Total 150.734 Kg


6894.90+16%

or 1.507 Qtl 7,998.08 12056








Angles

2X8

16 0.45 3.008 Sqm

Pipes

2X2 (3600+300) =3900

4 3.90 1.650 Sqm

Total 4.658 Sqm 80.90 377

1053037



Patiala-1 Patiala

(3.90+0.30+0.30)

((50+50+44+4

4)/1000)

((3.14X33.7)/

1000


22/114


No. Length Breadt

h

Height/

Depth

Qty. Rate

(Rs.)

Amount

(Rs.)



tech. specifications clause 305.1including setting out, const. of

shouring and bracing, removal of




b

Abutment 2 9.400 2.960 1.550 86.254

Pier 1 9.400 2.960 1.550 43.13

Wing walls 4 1.760 2.000 1.550 21.824

Curtain walls 2 4.750 0.530 0.775 3.902

Under flooring 1 8.140 0.960 0.175 1.368

156.475 CUM 170.76 26719






1109.

Abutment 2 9.400 2.040 0.200 7.670

Pier 1 9.400 2.960 1.550 43.13

Wing walls 4 1.760 2.000 0.200 2.816

Curtain walls 2 5.300 0.530 0.150 0.843

For Bed 1 8.140 3.000 0.100 2.442

56.90 CUM 4308.10 245124



complete except pointing andplastering as per drawing and


600,1202 and 1203

ABUTMENTS

1st STEP 2 9.200 1.840 0.150 5.078 CUM

2nd STEP 2 9.200 1.725 0.150 4.761 CUM

3rd STEP 2 9.200 1.610 0.150 4.444 CUM

4th STEP 2 9.200 1.495 0.150 4.126 CUM

5th STEP 2 9.200 1.380 0.150 3.809 CUM

6th STEP 2 9.200 1.265 0.150 3.491 CUM

7th STEP 2 9.200 1.150 0.150 3.174 CUM

8th STEP 2 9.200 1.035 0.150 2.857 CUM

9th STEP 2 9.200 0.920 0.150 2.539 CUM10th STEP Avg

(1.61+0.690)/2=1.15

2 9.200 1.150 2.000 42.320 CUM

PIER

1st STEP 1 9.200 1.840 0.200 3.39 CUM

2nd STEP 1 9.200 1.725 0.200 3.17 CUM

3rd STEP 1 9.200 1.610 0.200 2.96 CUM

4th STEP 1 9.200 1.495 0.200 2.75 CUM

5th STEP 1 9.200 1.380 0.200 2.54 CUM

6th STEP 1 9.200 1.265 0.200 2.33 CUM

7th STEP 1 9.200 1.150 0.150 1.59 CUM

Detail of Qty

DETAIL ANALYSIS FOR CONST. OF3.00 M (DOUBLE SPAN)SPAN SLAB TYPE CULVERT WITH CARRIAGE WAY


23/114

8th STEP 1 9.200 1.035 2.000 19.04 CUM

Wing walls

1st STEP 4 1.760 1.840 0.450 5.829 CUM

2nd STEP 4 1.760 1.725 0.450 5.465 CUM

3rd STEP 4 1.760 1.610 0.225 2.550 CUM

4th STEP 4 1.760 1.495 0.150 1.579 CUM

5th STEP 4 1.875 1.380 0.150 1.553 CUM

6th STEP 4 1.875 1.265 0.150 1.423 CUM

7th STEP 4 1.875 1.150 0.150 1.294 CUM8th STEP 4 1.875 1.035 0.150 1.164 CUM

9th STEP 4 1.875 0.920 0.150 1.035 CUM

10th STEP 4 1.875 0.805 0.150 0.906 CUM

11th STEP 4 1.875 0.690 0.150 0.776 CUM

12th STEP 4 1.875 0.575 0.150 0.647 CUM

13th STEP 4 1.875 0.460 0.150 0.518 CUM

14th STEP 4 1.875 0.345 0.150 0.388 CUM

15th STEP 4 2.105 0.345 0.345 1.002 CUM

16th STEP

Avg.(0.230x1.50)/2=0.172 ,

(1.380x0.345)/2=0.238

4 0.172 0.238 1.500 0.246 CUM

Curtain walls

2 2.310 0.460 0.230 0.489 CUM

2 2.540 0.345 0.230 0.403 CUM

2 2.770 0.230 0.450 0.573 CUM

2 3.000 0.230 0.100 0.138 CUM

Parapet

4 2.480 0.345 0.450 1.540 CUM

143.89 = #VALUE!

per cum






802,804,805,806,807,1202 and

1204.FOR DECK SLAB 2 9.200 3.800 0.300 20.98 CUM


For Bed Plate( PIER) 1 9.200 1.035 0.200 1.90 CUM

Sides of Slab 2 9.200 0.275 0.300 1.52 CUM



32.78 CUM 0.00 0






Factor

wt. Kgper mtr

16 mm dia bar (main steel) 2X63 126 3.740 1.58 744.68 KG

10 mm dia bar (Dist. Steel) 2X20 40 9.160 0.62 227.17 KG


10 mm dia bar ( Temp. steel)

2X47

94 3.740 0.62 217.97 KG


2x8=16

16 9.160 0.39 57.16 KG

9 mm dia bar (for PIER bed plate) 6 9.160 0.39 21.43 KG


24/114


2x4x11=88

88 1.000 0.39 34.32 KG


2x4x3 =24

24 7.660 0.39 71.70 KG

8mm Ring

(2x35)=70

70 1.87 0.39 51.05 KG

8mm Ring

35

35 2.5 0.39 34.13 KG

Add 10% for Gradual Overlap 1652.64 KGAdd 5% for Chairs 165.26 KG

82.63 KG1900.54 KG

1.901 MT 0.0 0




Abutment 2 9.200 2.000 36.80 SQM

Pier 2 9.200 2.000 36.80 SQM

Pier 2 1.035 2.000 4.14 SQM



Parapet Top 4 2.480 0.345 102.97 SQM


334.14 SQM 0.00 0

per sqm



expansion joint for fixed ends of







hence for 30 cm depth the qntywill be 3x9.20=

27.60x30x2=1656 3 9.2 27.60

For300 mm deep 2 27.60 30 1656 RMT 18.38 30440






thick

Parapets 4 2.480 9.92 RMT 0.00 0



with synthetic enamel paint in allshades on new, plastered /



Clause 1701

2x2X2=8 8 3.600 0.450 12.96

2x2 =4 4 3.800 0.115 1.748

14.708 SQM 91.50 1346


25/114

10 Providing weepholes in brick








complete as per drawing andtechnical specification Clauses

614, 709, 1204.3.7 20 0.69 13.80 RMT 0.00 0





2.07 cum 0.00 0





Sandy material

26.700 0.100 1.350

1.809 Cum

2 6.700 0.115 1.910 2.943 Cum

2 0.172 0.238 1.500 0.123 CUM

2 8.990 0.520 1.500 14.024 Cum

2 6.700 1.645 3.260 71.860 Cum

90.760 Cum


walls

-26.374 Cum


50.847 Cum 0.00 0




forged framed window guards,barred iron doors stair case iron





2X2X8 32 1.38 - - 44.160 m

[email protected] Kg/ m 195.629 KgPipe 33.7mm O/D

2X2X2 8 18.000 m


Total 248.549 Kg

Rate As per CSR 18.4 =6894.90+16%

or 2.485 Qtl 7,998.08 19879

(3.90+0.30+0.30)


26/114








Angles2X8

16 0.45 3.008 Sqm

Pipes

2X2 (3600+300) =3900

4 3.90 1.650 Sqm

Total 4.658 Sqm 80.90 377

#VALUE!



Patiala-1 Patiala


No. Length Breadth Height/D

epth

Qty. Rate

(Rs.)

Amount

(Rs.)

1 Earth work in excavation for structures as

per drawing and tech. specifications clause

305.1 including setting out, const. of

shouring and bracing, removal of stumps

and other deleterious material and disposal

up to a lead of 50 mar dressing of sides a

and b

Abutment 2 10.350 2.300 3.00 142.83

Pier 1 10.350 2.000 3.00 62.10

Wing walls 4 2.100 2.260 3.00 56.95

Toe walls d/s and u/s 4 3.400 0.750 1.00 10.20

For bed 1 2.400 8.750 0.30 6.30278.38 CUM 0.00 0

2 Plain Cement Concrete M 10 (1:3:6

nominal mix) in leveling course below open

foundation of Head wal ls as per drawing

and Technical Specification Clause 1109.

Abutment 2 10.350 2.300 0.20 9.52

Pier 1 10.350 2.000 0.20 4.14

((50+50+44+44)/1000)

((3.14X33.7)/

1000)

DETAIL ANALYSIS FOR CONST. OF3.0 M DOUBLESPAN SLAB TYPE CULVERT WITH CARRIAGFE

Detail of Qty


27/114

Wing walls 4 2.100 2.257 0.20 3.79

Toe walls d/s and u/s 4 3.400 0.750 0.20 2.04

For Bed 2 3.000 8.750 0.20 10.50

29.99 CUM 0.00

3 Brick Masonry work in cement mortar 1:4 in

foundations complete except pointing and

plastering as per drawing and technical

specification Clauses 600,1202 and 1203

ABUTMENTS

1st STEP 2 10.150 2.270 0.200 9.22 CUM

2nd STEP 2 9.950 2.170 0.200 8.64 CUM

3rd STEP 2 9.750 2.070 0.200 8.07 CUM

4th STEP 2 9.550 1.970 0.200 7.53 CUM

5th STEP 2 9.350 1.870 0.200 6.99 CUM

6th STEP 2 9.150 1.770 0.200 6.48 CUM

7th STEP 2 8.950 1.670 0.200 5.98 CUM

8th STEP (Av. 1.470+0.70)/2 2 8.750 1.085 1.800 34.18 CUM

1st STEP 1 10.150 1.800 0.200 3.65 CUM

2nd STEP 1 10.050 1.600 0.200 3.22 CUM

3rd STEP 1 9.950 1.400 0.200 2.79 CUM

4th STEP 1 9.850 1.200 0.200 2.36 CUM

5th STEP 1 9.750 1.000 0.200 1.95 CUM

6th STEP 1 9.650 0.900 0.200 1.74 CUM

7th STEP 1 9.550 0.800 0.200 1.53 CUM

8th STEP 1 9.450 0.700 2.500 16.54 CUM

RETURN WALLS

1st STEP 4 2.100 2.057 0.200 3.46 CUM

2nd STEP 4 2.100 1.957 0.200 3.29 CUM

3rd STEP 4 2.100 1.857 0.200 3.12 CUM


4th STEP 4 2.100 1.757 0.200 2.95 CUM

5th STEP 4 2.100 1.657 0.200 2.78 CUM

6th STEP 4 2.100 1.557 0.200 2.62 CUM

7th STEP 4 2.100 1.457 0.200 2.45 CUM

8th STEP (Av.4x(2.20+2.80)/2

(1.26+.52)/2

4 2.500 0.890 1.800 16.02 CUM

(4x2.8) , (0.59+.40)/2 4 2.800 0.890 0.500 4.98 CUM

9th Step I Toe walls D/S , U/S

( 0.65+0.45)/2=0.550

4 3.300 0.550 0.800 5.81 CUM

Parapet 2 13.000 0.345 0.450 4.04 CUM

172.36 0.00

per cum


No. Length Breadth Height/D

epth

Qty. Rate

(Rs.)

Am

4 Plain/reinforced cement concrete (RCC

Grade M-25) in sub structure complete as

per drawings and technical specif ication

clauses 802,804,805,806,807,1202 and

1204.

For main Slab 2 3.800 8.750 0.300 19.95 CUM


1 8.750 0.600 0.200 1.05 CUM

Front of slab 2 8.750 0.300 0.300 1.58 CUM

25.03 CUM 534.99 1

Detail of Qty

Detail of Qty


28/114

5 Supplying, fitting and placing TMT bar

reinforcement (Fe 415) in substructure

complete as per drawings and technical

specification clauses 1002, 1005,1010 and

1202 Factor

20 mm dia bar for Main Slab (Main Bar) 136 3.800 2.470 1276.50 KG

12 mm die bar for Main slab (Distribution

Bar)

42 8.750 0.890 327.08 KG

10 mm dia bar for Main Slab (Surface Slab) 68 2.000 0.620 84.32 KG

24 8.750 0.620 130.20 KG

8mm Ring (2x45)= 90 2.120 0.390 74.41 KG

45 1.455 0.390 25.54 KG

8mm bars (2x9)+(1x8)=26 26 8.750 0.390 88.73 KG

2006.76 KG

For parpet and pillers L.S 350.00 KG



2657.78 KG

2.66 MT 0.00

6 Plain/reinforced cement concrete (RCCGrade M-25) in sub structure comlete as

per drawings and technical specif ication

clauses 802,804,805,806, 807,1202 and

1204

For Wearing Slab 2 7.850 4.400 0.075 5.18

Total 5.18 Cum 534.99

7 Pointing with Cement Mortar (1:3), on

brickwork as per technical specif ication

Clause 613.3

ABUTMENT 2 8.750 1.8 31.50 SQM

Pier 2 9.450 2.5 47.25 SQM

2 0.700 2.5 3.50 SQMFOR Wing Wall 4 3.500 2.1 29.40 SQM

111.65 SQM 0.00

per sqm

8 Providing and fillling joint sealing

compound as per drawings and technical

specifications with coarse sand and 6 per

cent bitumen by weight.

For 300 mm deep 3 8.750 30 787.5 RMT 0.00

per m/cm

9 Providing PCC M-20 Architectural coping

on the top of wing wall return wall etc.

comp. as per drawing and technical

specification clause 615 75mm thick

Parapets 2 13.000 26 mtr 0.00

10 Plastering with Cement Mortar (1:4), 15 mm

thick on brick work in sub structure as per

technical specification Clause 613.3

Out and side of parapet wall

2x2=

4 13.000 0.450 23.400 SQM

Front side 4 0.345 0.450 0.62124.021 0.00

S N D i ti f It D t il f Qt


29/114


30/114

Ite

m

N

o

Description Quantity Total Qty. Cost as

per

MORD

Data

Book

Nos. L B H/D Rate Amount1 2 3 4 5 6 7 8 9

1

Earth work in excavation for foundation of

structures upto 3 m depth as per drawing

and technical specification Clause 1 1 04

including setting out, construction of

shoring and bracing, removal of stumps

and other deleterious matter, dressing of

sides and Bottom and back filling with

approved material.

Head Walls (Av. Depth) 2 2.750 0.900 2.000 9.900

Under Pipes 1 5.900 1.070 1.000 6.313

Under Sump SIZE 900X900 mm inside 2 1.229 1.558 0.600 2.29818.51 170.76 3161

cum

2 Plain Cement Concrete M 10 (1:3:6

nominal^nfx) in levelling course below

open foundation of Head walls as per

drawing and Technical Specification

Clause 1109.

Under Pipes 1 6.586 1.07 0.15 1.057

Head Walls 2 2.75 0.9 0.15 0.743

Under Sump 2 1.229 1.558 0.1 0.383

2.183 4,308.10 9402

cum Per cum

3 Providing and laying reinforced cementconcrete pipe NP 3 for culverts on first

class bedding of granular material in

single row including fixing collar with

cement mortar 1:2 but excluding

excavation, protection works, backfilling,

concrete and masonry works in head walls

and parapets Clause 1106.

NP-3 Concrete Pipes 1 7.5 7.500 2,703.82 20279

Metre

4 Brick Masonary work in cement mortar 1

:4 in foundation of Head Walls complete

excluding pointing and plastering as per

drawing and technical specification

Clause 1 109

Net Qty. 7.370 4,543.51 33486

Standard Sub Estimate for Const of 600 mm dia Hume Pipe Culvert..


31/114

cum

5 Pointing with Cement Mortar (1:3) on

brickwork as per technical specfication

Clause 613.3

Head Walls outer Side 2 2.45 2.190 10.731

Top & In side 2 2.45 0.690 3.381

Face wall 4 0.345 1.000 1.380

6 Plastring with cement Morter (1:4),15 mmthick on brick work in sub stucture as per

technical specification Clause 613.3

15.492 45.76 709

Bed 2 0.900 0.9 1.620

Top of Walls 4 0.900 0.229 0.824

2 1.358 0.229 0.622

Sides 2 1.587 1.145 3.634

Inside 4 0.900 1.145 4.122

Deduction 2 0.600 1.145 1.374

12.197 135.47 1652

sqm

8 Providing PCC m 20 Architectural Coping

388mm x 75 mm on the top of wing wall,

return wall etc, complete as per drawing

and technical specification clause 612.5.

Top of Parapets 2 2.450 _ _ 4.900 312.76 1533

metre

9 Painting two coats with prime coat after

filling the surface synthetc enamel paint in

all sheds on new plastred concreate

surface. as pec Tech. specification of

MORD 1700.

For Parapet Inside & Outside 4 2.45 0.345 3.381

Top 2 2.45 0.345 1.691For Front Portion 4 0.345 0.345 0.476

5.548 86.80 482

Sqm

Total Rupees 70703


Punjab Mandi Board Punjab Mandi BoardPatiala-1 Patiala


32/114

S

r.

No.

Description of item No. L B D/H Rate Amount


structures in ordinary soil up to

3m depth as per MORD

specifications 300

Head Wall 2 2.575 0.750 1.650 6.373

For pipe laying 1 8.060 1.350 1.150 12.513

18.89 cum 169.07 3193





Head Wall 2 2.575 0.750 0.150 0.579

Under R.C.C. Pipe 1 8.060 1.350 0.100 1.088

For Traingular portion with pipe 1 8.060 1.050 0.375 3.174

(1.35+0.75)/2 13151

Deduct pipe

1/2x1/4x22/7x.750x.750x8.06=1.7

81

1 -1.781

3.06 cum 4297.68

3 Providing and Laying 600 mm

Hume pipes including joining

them

3.5

2.500

8.75 m 2703.82 23658

3 Brick masonary work in cement

mortar 1:4 in foundation complete

as per MORD specifications

600&1200Head Walls 1st step 2 2.45 0.8 0.150 0.588

2nd step 2 2.45 0.686 0.150 0.504

3rd step 2 2.45 0.57 0.150 0.419

4th'step 2 2.45 0.457 1.845 4.132

5th step 2 2.45 0.345 0.345 0.583

Deduct Pipe ( - ) 2 3.14 0.144 0.457 0.413

Pye r2

For Sump Bed 2 0.9 0.9 0.075 0.122

DETAIL ANALYSIS FOR CONST. OF 600 mm pipeTYPE CULVERT WITH CARRIAGE WAY 8.75 M

Unit: Each

Qty


33/114

Sides 4 0.9 0.229 1.220 1.006

Deduction 2 0.6 0.229 1.220 0.335

8.10 3,636.60 29463

5 Providing PCC M-20

Architectural coping on the top of

wing wall return wall etc. comp.

as per drawing and technical


thick

2 2.4 0.345 1.66 mtr 312.76 518

5 Pointing with Cement Mortar (1:3) on

brickwork as per technical specfication

Clause 613.3

Sqm

Head Walls outer Side 2 2.45 2.190 10.731 Sqm

Top & In side 2 2.45 0.690 3.381 Sqm

Face wall 4 0.345 1.000 1.380 Sqm

15.49 Sqm 45.78 709

Painting two coats with prime coat after

filling the surface synthetc enamel paint in

all sheds on new plastred concreate

surface. as pec Tech. specification of

MORD 1700.

sqm

For Parapet Inside & Outside 4 2.45 0.345 3.381 sqmTop 2 2.45 0.345 1.691 sqmFor Front Portion 4 0.345 0.345 0.476 sqm

5.55 sqm 86.80 481.54

1 7.250 1.350 1.150 11.256 Cum


Sand

2 2.575 0.087 0.150 0.067

2 2.575 0.202 0.150 0.156

2 2.575 0.318 0.050 0.082

-1.088

Deduct concrete as per item no 2 -3.560

Deduct pipe

1/4x22/7x.750x.750x8.06=3.56

6.913 Cum 1,128.54 7801.31

Total 78975.46

Executive Engineer ( C )

Sub Division Officer ( C ) Punjab Mandi BoardPb.Mandi Board, Patiala

Samana


34/114


No. Length Breadth Height/Dept

h

Qty. Rate

(Rs.)

Amount (Rs.)

1


structures upto 3 m depth as per

drawing and tech. specifications clause1104 including setting out, const. of


and other deleterious matter,dressing of

sides andbottom and backfilling with

approved material

1 1.000 1.100 0.650 0.715 Cum 170.76 122

2

Brick Masonry work in cement mortar 1:4

in foundations complete except pointing

and plastering as per drawing and

technical specification Clauses 600,1202

and 1203

Base 1 1.000 1.100 0.075 0.083 Cum

Reimbursments 2 1.000 0.225 0.525 0.236 Cum0.319 4,327.15 1379

3

Providing concrete for plain/reinforced

concrete 1:2:4 in open foundations


specifications Clause 802, 803, 1202 &

1203

Inside drain 1 1.000 0.450 0.075 0.034for coping 2 1.000 0.225 0.050 0.023

0.056 4,792.85 270

4

Plastering with Cement Mortar (1:4), 15

mm thick on brick work in sub structure

as per technical specification Clause

613.3

Reimbursments in side 2 1.000 0.500 1 Sqm 135.47 135

5 R.C.C. slab for drain 1 1.000 0.900 0.900 Sqm #REF! #REF!Rate of RCC slab is as per sub

estimate #REF!

Cost per metre #REF!



Patiala-1 Patiala

DETAIL ANALYSIS FOR

Construction of U-Shaped coveredSide Drain Size (450mmx450mm)

Detail of Qty


35/114


36/114



h

Qty. Rate

(Rs.)

Amount (Rs.)

1


structures upto 3 m depth as per drawing and tech. specifications clause

1104 including setting out, const. of




approved material

1 1.000 1.250 0.800 1.000 Cum 170.76 171

2





and 1203

Base 1 1.000 1.250 0.075 0.094 CumReimbursments

2 1.000 0.225 0.675 0.304 Cum

0.398 Cum 4,327.15 1720

3





1203

Inside drain

1 1.000 0.600 0.075 0.045 Cumfor coping

2 1.000 0.225 0.050 0.023 Cum

0.068 Cum 4,792.85 324

4



as per technical specif ication Clause

613.3

Reimbursments in side 2 1.000 0.650 1.300 Sqm 135.47 176

2390

Cost per metre 2390



Patiala-1 Patiala

DETAIL ANALYSIS FOR

Construction of U-Shaped Side Drain Size (600mmx600mm)

Detail of Qty


37/114



h

Qty. Rate

(Rs.)

Amount (Rs.)

1







approved material

1 1.000 1.100 0.650 0.715 Cum 170.76 122

2





and 1203

Base 1 1.000 1.100 0.075 0.083 CumReimbursments 2 1.000 0.225 0.525 0.236 Cum

0.319 4,327.15 1379

3





1203

Inside drain 1 1.000 0.450 0.075 0.034for coping 2 1.000 0.225 0.050 0.023

0.056 4,792.85 270

4



as per technical specification Clause

613.3

Reimbursments in side 2 1.000 0.500 1 Sqm 135.47 135

1906

Cost per metre 1906



Patiala-1 Patiala

DETAIL ANALYSIS FOR


Detail of Qty


38/114



h

Qty. Rate

(Rs.)

Amount (Rs.)

1







approved material

1 1.000 0.95 0.500 0.475 Cum 170.76 81

3





and 1203

Base 1 1.000 0.950 0.075 0.071 CumReimbursments 2 1.000 0.225 0.375 0.169 Cum

0.240 Cum 4,327.15 1039

4





1203

Inside drain 1 1.000 0.300 0.10 0.030 Cumfor coping 2 1.000 0.225 0.05 0.023 Cum

0.053 Cum 4,792.85 252

5



as per technical specif ication Clause

613.3

Reimbursments in side 2 1.000 0.350 0.70 Sqm 135.47 951466

Cost per metre 1466.08



Patiala-1 Patiala

DETAIL ANALYSIS FOR


Detail of Qty


39/114


40/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)Amount (Rs.)

12.3 1100

( B ) 1000 mm die

Unit : m

Taking output = 7.50 m

( 3 Pipes of 2.5 m length each)

a) Labour

Mate day 0.09 194.81 17.53

Mason 1st Class day0.25 266.73 66.68

Mazdoor (Unskilled) day2.00 180.06 360.12

b) Material

Sand at site cum 0.04 1,121.47 44.86

Cement at sitet 0.03 5700.00 171.00

R.C.C. pipe NP 3 pipes including collar at

site

m7.50 3800 28,500.00

29,160.19

c) Overheads and Contractor's profit @

12.5% on (a+b) 3,645.02

d) Add Labour cess @ 1% on (a+b+c)328.05

Cost for 7.5 m=( a+b+c)33,133.27

Rate per m = (a+b+c)/7.5 4,417.77



Patiala -1 Patiala

Analysis of rate for

Providing and laying reinforced cement concrete pipe NP3 as per design in ( 1000 mm dia ) single row

Description

Providing and laying reinforced cement concrete

pipe NP3 for culverts on first class bedding of

granular material in single row including fixing

collar with cement morter 1:2 but excluding

excavation, protection works,backfilling,concrete

and masanory works in the head walls and

parapets Clause 1106


41/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)Amount (Rs.)

12.3 1100

( C ) 600 mm dia

Unit : m



a) Labour

Mate day 0.05 194.81 9.74

Mason 1st Class day 0.15 266.73 40.01

Mazdoor (Unskilled) day 1.20 180.06 216.07

265.82

Less 20% Labour for 600 mm die pipes

iinstead of 750 mm die(-) -53.16

Nett labour for 600 mm dia pipes 212.66

b) Material

Sand at site cum 0.02 1,128.54 27.08

Cement at site t 0.02 5959.00 107.26


site

m8.75 2000 17,500.00

17,847.00


12.5% on (a+b)2,230.88


Cost for 7.5 m=( a+b+c) 20,278.66

Rate per m = (a+b+c)/7.5 2,703.82



Samana Patiala

Providing and laying reinforced cement concrete pipe NP3 as per design in ( 600 mm dia ) single row

Description




42/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)Amount (Rs.)

12.3 1100

( C ) 450 mm dia

Unit : m



a) Labour

Mate day 0.04 194.81 7.79



b) Material

Sand at site cum 0.024 1,121.47 26.92

Cement at site t 0.018 5700.00 102.60


site

m7.50 1200 9,000.00

9,328.70


12.5% on (a+b)1,166.09


Cost for 7.5 m=( a+b+c) 10,599.74

Rate per m = (a+b+c)/7.5 1,413.30

Sub Division Officer ( C ) Executive Engineer ( C )Pb.Mandi Board, Punjab Mandi Board

Patiala -1 Patiala



Providing and laying reinforced cement concrete pipe NP3 (burried conduits) as per design in (

450 mm dia ) single row

Description


43/114

Sr. No Description of Items Quantity Unit Rate

(Rs.)

Amount

(Rs.)

1 Dismentling of 1.50 Mtr.

Span Slab Culvert

No. -6576.58 0

2 Dismentling of 3.00 Mtr.

Span Slab Culvert

1 No. 10890.27 10890

3 Dismentling of

300/450/600mm dia Pipe

Culvert

8 No. -113.25 -906

4 Dismentling of Retaining

Wall Brick Work

Cum 198.09 0

5 Dismentling of RCC

Causeway

Mtr 0.00 0

9984

Sub Divisional Officer( c ) Executive Engineer(C)


Patiala-1 Patiala

Sub Estimate for Dismentling of Existing Structure


44/114


45/114

Sr.

No.

Referenc

e to

MORD

Specifica

tions

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.9 600

Unit = Nos

Taking output = 30 Nos

a) Material

AC pipe 100 mm dia including wastage

@ 5 per cent. Average length of weep

hole is taken as one metre for thepurpose of estimating

m 31.50 120.00 3,780.00

MS clamps Nos. 30.00 60.00 1,800.00

Cement mortar 1:3 (For rate refer to item

11.5 I)

cum 0.05 4,271.76 213.59

b) Labour

Mate day 0.03 194.81 5.84




12.5% on (a+b)

747.23

d) Add Labour cess @ 1% on (

a+b+c )

67.25

Cost for 30 Nos = (a+b+c+d) 6,792.29Rate per No = (a+b+c+d )/30 226.41



Patiala -1 Patiala


Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment,

Description

Providing weepholes in brick masonry/stone

masonry, plain/reinforced concrete abutment, wing

wall, return wall with 100 mm dia AC pipe extending

through the full width of the structures with slope of

1(V):20(H) towards drawing face complete as per

drawing and technical specification Clauses 614,

709, 1204.3.7


46/114

Sr.

No.

Referenc

e to

MORD

Specifica

tions

Unit QuantityRate

(Rs.)

Amount

(Rs.)

13.16 1200 Filler Joint

IV) Providing and fillling joint sealing

compound as per drawings and

technical specifications with coarse

sand and 6 per cent bitumen by

weight.

Unit = Running m


7.5 m long x 100 mm deep x 10 mm

wide recess

a) Material

Sand cum 0.008 1,121.47 8.97

Volume = 7.5 x 0.1 x 0.01 = 0.008 cum

Weight = 0.008 x 1400 = 11.2 kg

Bitumen-11.2 x 0.06 = 0.672 kg t 0.0007 51,932.21 36.35

b) Labour

Mate day 0.02 194.81 3.90

Mazdoor (Skilled) day 0.50 208.06 104.03



12.5% on (a+b)

21.41

Cost for 7.5 m with 10 cm depth =a+b+c 192.66

Rate per m with 1 cm depth =

(a+b+c)/75

2.57



Patiala -1 Patiala

Description


Providing and fillling joint sealing compound as per drawings and technical specifications


47/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

13.1 (III) 800 & 1200

1 R.C.C. grade M 30

Unit = cum

a) Material

Cement t 0.43 5,700.00 2,451.00

Coarse sand cum 0.45 1,121.47 504.66

20 mm aggregate cum 0.54 1,160.74 626.80

10 mm aggregate cum 0.36 1,136.08 408.99

b) Labour

Mate day 0.08 194.81 15.58

Mason (1st Class) day 0.12 266.73 32.01


Bhisti day 0.27 3.50 0.95

c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 256.80 102.72

d) Formwork @ 10% on (a+b+c) 445.42

e) Overheads and Contractor's profit

@ 12.5% on (a+b+c+d)

612.45

f) Add Labour cess @ 1% on (

a+b+c+d+e )

55.12

Rate per cum = a+b+c+d+e 5,567.21



Patiala -1 Patiala

Description

Providing concrete for plain/reinforced concrete

in openSub Structures complete as per

drawings and technical specifications Clause802, 803, 1202 & 1203


48/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.4 (v) 800 & 1200

1 R.C.C. grade M 25

Unit = cum

a) Material

Cement t 0.404 5,700.00 2,302.80

Coarse sand cum 0.45 1,121.47 504.66

20 mm aggregate cum 0.54 1,160.74 626.80

10 mm aggregate cum 0.36 1,136.08 408.99

b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery


d) Formwork @ 3.75% on (a+b+c) 163.64

e) Overheads and Contractor's profit@ 12.5% on (a+b+c+d)

565.92


a+b+c+d+e )

50.93

Rate per cum = a+b+c+d+e+f 5,144.18



Patiala -1 Patiala


in openfoundations complete as per drawingsand technical specifications Clause 802, 803,

1202 & 1203


Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and

Description


49/114


50/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.4 (I) 800 & 1200

I. P.C.C grade M 10

(i) Nominal mix 1:3:6

Unit = cum

a) Material

Cement t 0.250 5,700.00 1,425.00

Coarse sand cum 0.48 1,121.47 538.30

40 mm aggregate cum 0.576 1,288.06 741.92

20 mm aggregate cum 0.288 1,160.74 334.29

10 mm aggregate cum 0.096 1,136.08 109.06

b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery

Mechnical concrete mixer 0.4/0.28

cum capacity fitted with water

measuring device and preferably also

with load cell.

hour 0.40 256.80 102.72

d) Add cost of formwork @ 4% on

above

145.83


@ 12.5%

473.94


a+b+c+d+e )

42.65

Rate per cum 4,308.10



Patiala -1 Patiala


Description

Providing concrete for plain/reinforced concretein open foundations complete as per drawings

and technical specifications Clause 802, 803,

1202 & 1203



51/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.4(II) 800 & 1200

P.C.C grade M 15

(i) Nominal mix 1:2.5:5

Unit = cum

a) Material

Cement t 0.275 5,700.00 1,567.50

Coarse sand cum 0.48 1,121.47 538.30

40 mm aggregate cum 0.480 1,288.06 618.27

20 mm aggregate cum 0.240 1,160.74 278.58

10 mm aggregate cum 0.080 1,136.08 90.89b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery

Mechnical concrete mixer 0.4/0.28

cum capacity fitted with water

measuring device and preferably also

with load cell.

hour 0.40 256.80 102.72

d) Add cost of formwork @ 4% on (

a+b+c )

143.63


@ 12.5%

466.78


a+b+c+d+e )

42.01

Rate per cum a+b+c+d+e+f 4,243.06



Patiala -1 Patiala

Description

Providing concrete for plain/reinforced concretein open foundations complete as per drawings

and technical specifications Clause 802, 803,

1202 & 1203




52/114


53/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.4 (iv) 800 & 1200

R.C.C. grade M 20

Unit = cum

a) Material

Cement t 0.35 5,700.00 1,995.00

Sand cum 0.45 1,121.47 504.66

20 mm aggregate cum 0.54 1,160.74 626.80

10 mm aggregate cum 0.36 1,136.08 408.99

b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery


d) Formwork @ 4 % on (a+b+c) 162.24


@ 12.5% on (a+b+c+d)

527.27


a+b+c+d+e )

47.45




Patiala -1 Patiala


in openfoundationscomplete as per drawings

and technical specifications Clause 802, 803,1202 & 1203



Description


54/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.5(v) 800 & 1200

R.C.C. grade M 20

Unit = cum

a) Material

Cement t 0.35 5,700.00 1,995.00

Sand cum 0.45 1,121.47 504.66

20 mm aggregate cum 0.54 1,160.74 626.80

10 mm aggregate cum 0.36 1,136.08 408.99

b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery


d) Formwork @ 10 % on (a+b+c) 405.59


@ 12.5% on (a+b+c+d)

557.68


a+b+c+d+e )

50.19




Patiala -1 Patiala

Description


in openSub Structure complete as per

drawings and technical specifications Clause

802, 803, 1202 & 1203


55/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.4(iii) 800 & 1200

III. P.C.C. grade M 20

(i) Nominal mix (1:2:4)

Unit = cum

a) Material

Cement t 0.33 5,700.00 1,881.00

Sand cum 0.45 1,121.47 504.66

40 mm aggregate cum 0.36 1,288.06 463.70

20 mm aggregate cum 0.36 1,160.74 417.87

10 mm aggregate cum 0.18 1,136.08 204.49

b) Labour

Mate day 0.08 194.81 15.58



Bhisti day 0.27 217.13 58.63

c) Machinery


d) Formwork @ 4 % on (a+b+c) 158.75


@ 12.5% on (a+b+c+d)

515.95


a+b+c+d+e )

46.44




Patiala -1 Patiala

Description


in open foundationscomplete as per drawings

and technical specifications Clause 802, 803,1202 & 1203




56/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.5(iii) 800 & 1200

III. P.C.C. grade M 20

(i) Nominal mix (1:2:4)

Unit = cum

a) Material

Cement t 0.33 5,700.00 1,881.00

Sand cum 0.45 1,121.47 504.66

40 mm aggregate cum 0.36 1,288.06 463.70

20 mm aggregate cum 0.36 1,160.74 417.87

10 mm aggregate cum 0.18 1,136.08 204.49

b) Labour

Mate day 0.08 194.81 15.58


Mazdoor (Unskilled) day 1.63 180.06 293.50Bhisti day 0.27 217.13 58.63

c) Machinery


d) Formwork @ 10 % on (a+b+c) 396.88


@ 12.5% on (a+b+c+d)

545.71


a+b+c+d+e )

49.11




Patiala -1 Patiala

Description


in openSub Structurecomplete as per

drawings and technical specifications Clause

802, 803, 1202 & 1203


57/114


58/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.5 600

II. In 1:5 Cement mortar

Unit = cum

a) Material

Bricks Nos. 500.00 4.797 2,398.45

Cement mortar cum 0.24 3,131.76 751.62

b) Labour

Mate day 0.09 194.81 17.53



Bhisti day 0.20 217.13 43.43

c) Overheads and Contractor's profit

@ 12.5% on (a+b)

464.06


a+b+c+d )

41.77

Rate per cum = a+b+c+d 4,218.34

Sub-analysis

Cement mortar 1:5 (1 cement :

5 sand)Unit = cum

a) Material

Cement t 0.31 5,700.00 1,767.00

Sand cum 1.05 1,121.47 1,177.54b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37

Total material and labour = (a+b) 3,131.76



Patiala -1 Patiala


Description

Brick masonry work in cement mortar in

foundationcomplete excepting pointing andplastering, as per drawing and technical

specification Clauses 602, 603, 604, 1202 & 1204

Brick masonry work in cement mortar 1:5 in substructure complete excepting pointing and plastering,


59/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.1 600


Unit = cum

a) Material

Bricks Nos. 500.00 4.797 2,398.45

Cement mortar

(Rate as in item 11.5 II) cum 0.24 3,530.76 847.38

b) Labour

Mate day 0.09 194.81 17.53



Bhisti day 0.20 217.13 43.43

Add for scaffolding @ 5 per cent of

cost of materials and labour (a+b)

190.41


@ 12.5% on (a+b)

499.84


a+b+c+d )

44.99


Sub-analysis


4 sand)Unit = cum

a) Material

Cement t 0.38 5,700.00 2,166.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37


Sub Division Officer ( C ) Executive Engineer ( C )Pb.Mandi Board, Punjab Mandi Board

Patiala -1 Patiala

Description


substructurecomplete excepting pointing and

plastering, as per drawing and technical




as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204


60/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.1(i) 600


Unit = cum

a) Material

Bricks Nos. 500.00 4.797 2,398.45

Cement mortar

(Rate as in item 11.5 II) cum 0.24 4,271.76 1,025.22

b) Labour

Mate day 0.09 194.81 17.53



Bhisti day 0.20 217.13 43.43

Add for scaffolding @ 5 per cent of

cost of materials and labour (a+b)

199.31


@ 12.5% on (a+b)

523.18


a+b+c+d )

47.09


Sub-analysis


3 sand)Unit = cum

a) Material

Cement t 0.51 5,700.00 2,907.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37




Patiala -1 Patiala



Description


substructure complete excepting pointing andplastering, as per drawing and technical



61/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.13 600

Unit = Running m

Taking output = 1 m

Assume wall thickness = 345 mm

Quantity = 1 x 0.395 x 0.150 = 0.059

PCC M-20 Grade (1:2:4) Nominal

Mix

As per item No. 12.5 (II)(i) cum 0.059 4,819.15 284.33

Add 10 per cent extra of cost of (a)being architectural coping

28.43

Cost of 1 m = a 312.76

Rate per m = a 312.76



Samana Patiala

Providing PCC M-20 architectural coping on the

top of wing wall, return wall etc. complete as per

drawing and technical specification Clauses 615,

710 and 1204.3.11


Projection of the coping will be 25 mm wide on both

side of the wall = 345 + 50 = 395 mm

Description


62/114


63/114

CEMENT MORTAR

1:4

Sub-analysis

Cement mortar 1:4 (1 cement : 4sand)

Unit = cum

a) Material

Cement t 0.38 5,700.00 2,166.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37


1:3

Sub-analysis

Cement mortar 1:3 (1 cement : 3

sand)

Unit = cum

a) Material

Cement t 0.51 5,700.00 2,907.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37




Patiala -1 Patiala


64/114


65/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

12.3 600

Unit = 10 sqm

Taking output = 10 sqm

a) Material

Cement mortar 1:3 (Rate as in sub

estimate )

cum 0.24 4,271.76 1,025.22

b) Labour

Mate day 0.06 194.81 11.69



Bhisti day 0.30 217.13 65.14

c) Overheads and Contractor's profit@ 12.5% on (a+b)

171.27


a+b+c )

15.41

Rate per 10 sqm = a+b+c 1,556.80

Rate per sqm 155.68

Sub-analysis


3 sand)Unit = cum

a) Material

Cement t 0.51 5,700.00 2,907.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37




Patiala -1 Patiala


Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification

Description

Plastering with cement mortar (1:3), 15 mm thick

on brickwork in substructureas per technicalspecification Clauses 613.4 & 1204


66/114


67/114

Sr.

No.

Reference to

MORD

Specifications

Unit QuantityRate

(Rs.)

Amount

(Rs.)

11.5(ii) 600 & 1200

Unit = cum

II. Brick masonry in 1:4 cement

mortarUnit = cum

a) Material

Brick Nos. 500.00 4.797 2,398.45

Cement mortar 1:4 cum 0.24 3,530.76 847.38

Rates as per sub-analysis

b) Labour

Mate day 0.09 194.81 17.53

Mason (1st Class) day 0.80 266.73 213.38Mazdoor (Unskilled) day 1.60 180.06 288.10

Bhisti day 0.20 217.13 43.43


@ 12.5% on (a+b)

476.03

d) Add Labour cess @ 1%n on (

a+b+c)

42.84

Rate per cum = a+b+c 4,327.15

Sub-analysis

Cement mortar 1:4 (1 cement : 4

sand)

Unit = cum

a) Material

Cement t 0.38 5,700.00 2,166.00

Sand cum 1.05 1,121.47 1,177.54

b) Labour

Mate day 0.04 194.81 7.79


Bhisti day 0.08 217.13 17.37


Sub Division Officer ( C ) Executive

Harana CD Work

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