amardham karule

8/14/2019 Amardham Karule

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Name of work : Renovation of Amardham at Karule. Tal: Sangamner.

A B S T R A C T

Qty Unit Item of work Rate Per

1 2 3 4 5

13.19 Cum 80.90 Cum

(Bd.A.1 page no.259) (I.1/P.7)

3.36 Cum 223.31 Cum

(Bd.A.12/264) (DSR P- 9/ I-9)

5.16 Cum 1934.24 Cum

(Spec.No.Bd.E.1 Page No.287) (DSR P.15/I.3)

9.48 Cum 1174.12 Cum

Item no. 1 : -Excavation for foundation in soil including removing theexcavated materials upto a distance of 50 metres beyond the buildingarea and stack-ing as directed including dewatering, preparing thebed for the foundation and necessary back filling with available earthmurum, ramming, watering including shoring and strutting etc.complete.

Item no.2: - Providing dry trap / granite / quartzite / gneiss rubblestone soiling 15 cm to 20 cm thick including hand packing andcompacting compete.

Item no.3 : - providing and laying in situ, cement concrete 1:4:8 oftrap/granite/quartzite/gneiss metal for foundation and beddingincluding bailing out water manually, form work, compacting andcovering newly laid concrete by gunny bag, plastic or tarpaulin, curingetc. complete.(wooden planks/shuttering willnot be allowed)(cement:3.20 bags/cum).

Item no.4 : -Providing uncoursed rubble masonry oftrap/granite/quartzite/gneiss stone in C.M. 1:6 in foundations andplinth of inner walls/in external walls including bailing out watermanually, striking joints on unexposed faces, racking out joints onexposed faces and watering complete


2/21

1 2 3 4 5

(Bd.C.8/278) (DSR -P-11/I-4)

28.15 Sqm 29.26 Sqm

3.13 Sqm fresh work 535.28 Sqm

(Spec.No.Bd.R 5 A Page No452) (DSR P.103/1)

292.82 Sqm 21.72 Sqm

(Spec.No.Bd.O 8 Page No406) (DSR P.96/15)

0.27 Sqm 2604.39 Sqm

As directed by Engineer incharge of the work

8.73 Cum 2589.04 Cum

BdG - 3i / 59

274.17 Sqm 143.03 Sqm

Item no.9: -Providing and fixing corrugated galvanised iron sheet of0.80mm thickness (22 B.W.G.) for roofing without wind tiles includingfastening with galvanised iron screw and bolt and lead and bitumenwashers as per drawing complete.

Item no.10: -Providing and applying two coats of water proof cement

paint of approved manufacture and approved colour to the plasteredsurface including preparing the surface, scaffolding if necessary,watering for two days complete.

Item no. 11 : -Supplying informatory sign board in square or circularshape of size made out 16 guage (1.6 mm) thk. M.S. sheet incl. frameof 35x35x3mm M.S. angle painted with one coat of zinc cromatestoving primer and two coats of green background white border /

massages / symbols etc. and backside in gray stove emamel paintincl. one M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S.angles of size 50 mm x 50 mm 5 mm long properly cross bracedwithangle iron of size 50 mm x 50 mm x 5 mm duly painted with alternateblack and white bands of 25 cm width incl. G. I. fixtures etc.

Item no. 12 : -Providing Bricks masonry in cement mortar 1:6 using

Second class burnt bricks in superstructure, as backing in compositemasonry including scaffolding, raking out joints and wateringcomplete.

Providing internal cement plaster 20mm. thick in two coats in cement


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A B S T R A C T

Qty Unit Item of work Rate Per Amount

1 2 3 4 5 6

13.19 Cum 80.90 Cum 1067.19

(Bd.A.1 page no.259) (I.1/P.7)

3.36 Cum 223.31 Cum 749.63

(Bd.A.12/264) (DSR P- 9/ I-9)

5.16 Cum 1934.24 Cum 9985.51

(Spec.No.Bd.E.1 Page No.287) (DSR P.15/I.3)

9.48 Cum 1174.12 Cum 11129.78

Item no. 1 : -Excavation for foundation in soil including removing theexcavated materials upto a distance of 50 metres beyond the buildingarea and stack-ing as directed including dewatering, preparing thebed for the foundation and necessary back filling with available earthmurum, ramming, watering including shoring and strutting etc.complete.

Item no.2: - Providing dry trap / granite / quartzite / gneiss rubblestone soiling 15 cm to 20 cm thick including hand packing andcompacting compete.

Item no.3 : - providing and laying in situ, cement concrete 1:4:8 oftrap/granite/quartzite/gneiss metal for foundation and beddingincluding bailing out water manually, form work, compacting andcovering newly laid concrete by gunny bag, plastic or tarpaulin, curingetc. complete.(wooden planks/shuttering willnot be allowed)(cement:3.20 bags/cum).

Item no.4 : -Providing uncoursed rubble masonry oftrap/granite/quartzite/gneiss stone in C.M. 1:6 in foundations andplinth of inner walls/in external walls including bailing out watermanually, striking joints on unexposed faces, racking out joints onexposed faces and watering complete


4/21

1 2 3 4 5 6

(Bd.C.8/278) (DSR -P-11/I-4)

28.15 Sqm 29.26 Sqm 823.53

3.13 Sqm fresh work 535.28 Sqm 1674.10

(Spec.No.Bd.R 5 A Page No452) (DSR P.103/1)

292.82 Sqm 21.72 Sqm 6360.65

(Spec.No.Bd.O 8 Page No406) (DSR P.96/15)

0.27 Sqm 2604.39 Sqm 703.18

As directed by Engineer incharge of the work

8.73 Cum 2589.04 Cum 22599.90

BdG - 3i / 59

274.17 Sqm 143.03 Sqm 39214.11

Item no.9: -Providing and fixing corrugated galvanised iron sheet of0.80mm thickness (22 B.W.G.) for roofing without wind tiles includingfastening with galvanised iron screw and bolt and lead and bitumenwashers as per drawing complete.

Item no.10: -Providing and applying two coats of water proof cement

paint of approved manufacture and approved colour to the plasteredsurface including preparing the surface, scaffolding if necessary,watering for two days complete.

Item no. 11 : -Supplying informatory sign board in square or circularshape of size made out 16 guage (1.6 mm) thk. M.S. sheet incl. frameof 35x35x3mm M.S. angle painted with one coat of zinc cromatestoving primer and two coats of green background white border /

massages / symbols etc. and backside in gray stove emamel paintincl. one M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S.angles of size 50 mm x 50 mm 5 mm long properly cross bracedwithangle iron of size 50 mm x 50 mm x 5 mm duly painted with alternateblack and white bands of 25 cm width incl. G. I. fixtures etc.

Item no. 12 : -Providing Bricks masonry in cement mortar 1:6 using

Second class burnt bricks in superstructure, as backing in compositemasonry including scaffolding, raking out joints and wateringcomplete.

Providing internal cement plaster 20mm. thick in two coats in cement


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M E A S U R E M E N T S

Item of work No L B D Qty.

1 2 3 4 5 6

Item no. 1 : -Excavation for foundation in soil, ---etc.

C/W 2 4.80 0.90 0.60 5.18L/W 2 2.25 0.90 0.60 2.43

Steps 2 3.75 1.125 0.45 3.80

Compound New 1 2.60 0.75 0.45 0.88

1 1.35 0.75 0.45 0.46

gate 1 3.65 0.35 0.35 0.45

Total Qty. 13.19

Item no.2: - Providing dry trap / granite / quartzite / gneiss rubble stone soiling ----etc.

Below paving 1 4.05 3.00 0.25 3.04

gate 1 3.65 0.35 0.25 0.32

Total Qty. 3.36

Item no.3 : - Providing and laying in situ, cement concrete 1:4:8 of trap metal for foundation ---etc.

Below paving 1 4.05 3.00 0.15 1.82

L/W 2 4.80 0.90 0.15 1.30

C/W 2 2.25 0.90 0.15 0.61

Steps 2 3.75 1.35 0.10 1.01

Compound New 1 2.60 0.75 0.10 0.20

1 1.35 0.75 0.10 0.10gate 1 3.65 0.35 0.10 0.13

Total Qty. 5.16

Item no.4 : -Providing UCR masonry of trap stone in C.M. 1:6 in foundations and plinth----etc.

L/W 2 4.50 0.45 1.30 5.27


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1 2 3 4 5 6

K.P 3 0.90 2.70


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1 2 3 4 5 6

Struct 3 0.90 2.70Bracings 4 4.10 16.40

2 4.00 8.00

8 2.60 20.80

4 5.00 20.00

Purlin 8 4.50 36.00

Total Qty. 133.15

Wt. 4.50 Kg /Mt 505.97

PostISJC 125X50 mm 6 3.85 23.10

Wt. 7.90 Kg/Mt 182.49

Found. Bolt, gusset plate. 30.00

Total 718.46

I . E . 0.72

90 % material can be reutilised A 0.65

Hence fresh work B 0.07

Item no.9: -Providing and fixing CGI sheet of 0.80mm thickness (22 B.W.G.) for roofing ----etc.2 2.48 4.50 22.28

2 1.00 4.50 9.00

Total Qty. 31.28

90 % material can be reutilised A 28.15

Hence fresh work B 3.13

Item no.10: -Providing and applying two coats of water proof cement paint -----etc.

As per irem no 6 292.82

Item no.11: -Supplying informatory sign board in square or circular shape1 0.60 0.45 0.27

Item no.12: -Providing II nd class B. B. masonry in C. M. 1:6 in Superstructure -----etc.

Compound New 1 2.60 0.23 0.95 0.57

1 1.35 0.23 0.95 0.29

Steps 2 3 45 1 20 0 65 5 38


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1 2 3 4 5 6

B. D. Sonawane, Sect. Engineer


9/21


M E A S U R E M E N T S

Item of work No L B D Qty. Unit

1 2 3 4 5 6 7

Item no. 1 : -Excavation for foundation in soil, ---etc.

C/W 2 4.80 0.90 0.60 5.18 CumL/W 2 2.25 0.90 0.60 2.43 Cum

Steps 2 3.75 1.125 0.45 3.80 Cum

Compound New 1 2.60 0.75 0.45 0.88 Cum

1 1.35 0.75 0.45 0.46 Cum

gate 1 3.65 0.35 0.35 0.45 Cum

Total Qty. 13.19 Cum

Item no.2: - Providing dry trap / granite / quartzite / gneiss rubble stone soiling ----etc.

Below paving 1 4.05 3.00 0.25 3.04 Cum

gate 1 3.65 0.35 0.25 0.32 Cum

Total Qty. 3.36 Cum

Item no.3 : - Providing and laying in situ, cement concrete 1:4:8 of trap metal for foundation ---etc.

Below paving 1 4.05 3.00 0.15 1.82 Cum

L/W 2 4.80 0.90 0.15 1.30 Cum

C/W 2 2.25 0.90 0.15 0.61 Cum

Steps 2 3.75 1.35 0.10 1.01 Cum

Compound New 1 2.60 0.75 0.10 0.20 Cum

1 1.35 0.75 0.10 0.10 Cumgate 1 3.65 0.35 0.10 0.13 Cum

Total Qty. 5.16 Cum

Item no.4 : -Providing UCR masonry of trap stone in C.M. 1:6 in foundations and plinth----etc.

L/W 2 4.50 0.45 1.30 5.27 Cum


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1 2 3 4 5 6 7

K.P 3 0.90 2.70 Rmt


11/21

1 2 3 4 5 6 7

Struct 3 0.90 2.70 RmtBracings 4 4.10 16.40 Rmt

2 4.00 8.00 Rmt

8 2.60 20.80 Rmt

4 5.00 20.00 Rmt

Purlin 8 4.50 36.00 Rmt

Total Qty. 133.15 Rmt

Wt. 4.50 Kg /Mt 505.97 Kg.

PostISJC 125X50 mm 6 3.85 23.10 Rmt

Wt. 7.90 Kg/Mt 182.49 Kg.

Found. Bolt, gusset plate. 30.00 Kg.

Total 718.46 Kg.

I . E . 0.72 MT

90 % material can be reutilised A 0.65 MT

Hence fresh work B 0.07 MT

Item no.9: -Providing and fixing CGI sheet of 0.80mm thickness (22 B.W.G.) for roofing ----etc.2 2.48 4.50 22.28 Sqm

2 1.00 4.50 9.00 Sqm

Total Qty. 31.28 Sqm

90 % material can be reutilised A 28.15 Sqm

Hence fresh work B 3.13 Sqm

Item no.10: -Providing and applying two coats of water proof cement paint -----etc.

As per irem no 6 292.82 Sqm

Item no.11: -Supplying informatory sign board in square or circular shape1 0.60 0.45 0.27 SqM

Item no.12: -Providing II nd class B. B. masonry in C. M. 1:6 in Superstructure -----etc.

Compound New 1 2.60 0.23 0.95 0.57 Cum

1 1.35 0.23 0.95 0.29 Cum

Steps 2 3 45 1 20 0 65 5 38 Cum


12/21

1 2 3 4 5 6 7

B. D. Sonawane, Sect. Engineer


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Cement Requirement statement

Sr no. Item of work Qty Per

1 2 3 4 5 6

1 Providing CC 1:4:8 bedding 5.16 3.40 Cum 17.55

2 Providing UCR mas. In CM 1:6 9.48 1.77 Cum 16.78

3 Providing c.pointing to stone mas. 18.65 0.025 Sqm 0.47

4 Provodind CC 1:2:4 coping/Bed blocks 3.18 7.20 Cum 22.90

5 Providing BB mas. In CM 1:6 8.73 1.44 Cum 12.57

6 Providing 20 mm thk. plaster In CM 1:5 274.17 0.14 Sqm 38.38

108.65

Say 109

Bags

Royalty Charges

Sr. No. Item Qty. Rreqd. For

Rubble

1 2 3 4 5 6 7

1 Soling 0.00 1.25 1.25 3.36 4.20

2 C C 1:4:8 0 45 0 00 0 45 5 16 2 32

Rate ofcoms.

Cementreq.

TotalQty./Unit

Qty. as permeasurement

Gross Qty.(CuM)

Sand/murum


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RECAPITULATION SHEET

Work portion Rs. Sub-Estimate No.I Amardham 126323

Total Rs. 126323

Deputy EngineerB. D. Sonawane, Sect. Engineer Z.P.(P.W.) Sub-Dn. Sangamner

Name of work : Construction of Amardham & improvement of Dashakriya placeat Pimpri Lauki . Tal: Sangamner.


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AHMADNAGAR ZILLA PARISHAD AHMADNAGAR

ESTIMATE

Sanction esttimate no.

Fund head-

Minor head P. S. Level 6 th phase

Service head

Departmental head

Rs126323

Administrative approved under

No. date:-

Technically sanctioned under

No. date:-

Estimate prepared by:- Shri. B. D. Sonawane, Sect. Engineer

Checked by

Call or Authority:-

GENERAL DESCRIPTION

Major head- 12 th Finance Commission Funds 2009-10.

Estimate framed in the office of the Deputy Engineer Zilla Parishad (P.W.) Sub-div.Sangamner and the probable expenses that will be incurred in

Name of work : Construction of Amardham & improvement of Dashakriya place at Pimpri Lauki . Tal:


16/21

QUARRY CHART

L E A D S T A T E M E N T

Material Lead Ch. Initial L Ch. Net Per Reqd. L. Ch.

1 2 3 4 5 6 7 8

1 Sand 12.00 212.20 137.68 74.52 CuM 74.52

2 Cement 12.00 135.57 87.96 47.61 MT 47.61

6 Steel 12.00 162.68 105.56 57.12 MT 57.12

R A T E A N A L Y S I S

Item of work Basic Rate Extra L. Ch. Total Rate Total Rate Gross Rate

Sand Murum

1 2 3 4 5 6 8 9 7

1 Supplying Board 2350.00 0.00 0.00 0.00 0.00 2350.00 17.63 2367.63 236.76 2604.39

Name of work : Construction of Amardham & improvement of Dashakriyaplace at Pimpri Lauki . Tal: Sangamner.

Sr.No.

Lead inK.M.

Sr.No.

Add 0.75 %for QCC

Add 0.75 %for VAT

Add 10 %for hilly area

MetalRubble

Cement/steel

6.0

Sangamner

River PrawaraSand

Karule

Amardham

Loni

Steel/Cement

6.0

Talegaon Dighe


17/21

1 2 3 4 5 6 8 9 7

2 Excavation in Soil 73.00 0.00 0.00 0.00 0.00 73.00 0.55 73.55 7.35 80.90

3 Soling 200.00 0.00 0.00 0.00 1.50 201.50 1.51 203.01 20.30 223.31

4 C. C. 1:4:8 1691.00 33.53 0.00 8.09 12.68 1745.31 13.09 1758.40 175.84 1934.24

5 U. C. R. 1:6 1020.00 27.57 0.00 4.21 7.65 1059.44 7.95 1067.38 106.74 1174.12


18/21

1 2 3 4 5 6 8 9 7

6 W. P. C. paint 19.60 0.00 0.00 0.00 0.00 19.60 0.15 19.75 1.97 21.72

7 Pointing 30.00 0.11 0.00 0.06 0.23 30.40 0.23 30.62 3.06 33.69

8 P. C. C. M 20 bed blocks 3197.00 31.30 0.00 17.14 23.98 3269.42 24.52 3293.94 329.39 3623.33

9 G. I. Sheet roofing 483.00 0.00 0.00 0.00 0.00 483.00 3.62 486.62 48.66 535.28

26.40 0.00 0.00 0.00 0.00 26.40 0.20 26.60 2.66 29.26

10 Structural steel 52500.00 0.00 0.00 57.12 0.00 52557.12 394.18 52951.30 5295.13 58246.43

7692.00 0.00 0.00 0.00 0.00 7692.00 57.69 7749.69 774.97 8524.66

11 Filling 26.00 0.00 0.00 0.00 0.00 26.00 0.20 26.20 2.62 28.81

12 B. B. Masonry 2230.00 20.87 0.00 68.56 16.73 2336.15 17.52 2353.67 235.37 2589.04

13 20 mm thk. Plaster 120.00 1.49 0.00 6.67 0.90 129.06 0.97 130.02 13.00 143.03

14 Gate 1431.00 0.00 0.00 0.00 10.73 1441.73 10.81 1452.55 145.25 1597.80

C R O S S S E C T I O N O F P A V E M E N T

0.115

0.15

C.C. M 10 Wearing Coarse100 mm to 125 mm thk.

28.00

0.15Proposed metal layer


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12.65

33.15

Existing Otta 4.50 X 3.45

Proposed Otta

Existing Compound

Proposed compound/gate

26.95

38.50

2.601.35

M. S. Gate 3.65 X 1.50

3.86

CGI Sheets

C.C. M20 Coping0.15 0.10

0.95

0.23 m wide B. B. masonry.


20/21

QUARRY CHART

L E A D S T A T E M E N T

Material Lead in K.M. Lead Ch. Initial L Ch. Net Per Reqd. L. Ch.

1 2 3 4 5 6 7 8

1 Sand 12.00 212.20 137.68 74.52 CuM 74.52

2 Cement 12.00 135.57 87.96 47.61 MT 47.61

6 Steel 12.00 162.68 105.56 57.12 MT 57.12

Name of work : Construction of Amardham & improvement of Dashakriya place at PimpriLauki . Tal: Sangamner.

Sr.No.

6.0

Sangamner

River Prawara

Sand

Karule

Amardham

Loni

Steel/Cement

6.0

Talegaon Dighe

SH44


21/21

R A T E A N A L Y S I S

Item of work Basic Rate Extra L. Ch. Total Rate Total Rate Gross Rate

1 2 3 4 5 6 7 8 9 10 11

1 Supplying Board 2350.00 0.00 0.00 0.00 2350.00 17.63 2367.63 236.76 2604.39

2 Excavation in Soil 73.00 0.00 0.00 0.00 73.00 0.55 73.55 7.35 80.90

3 Soling 200.00 0.00 0.00 1.50 201.50 1.51 203.01 20.30 223.31

4 C. C. 1:4:8 1691.00 33.53 8.09 12.68 1745.31 13.09 1758.40 175.84 1934.24

5 U. C. R. 1:6 1020.00 27.57 4.21 7.65 1059.44 7.95 1067.38 106.74 1174.12

6 W. P. C. paint 19.60 0.00 0.00 0.00 19.60 0.15 19.75 1.97 21.727 Pointing 30.00 0.11 0.06 0.23 30.40 0.23 30.62 3.06 33.69

8 3197.00 31.30 17.14 23.98 3269.42 24.52 3293.94 329.39 3623.33

9 G. I. Sheet roofing 483.00 0.00 0.00 0.00 483.00 3.62 486.62 48.66 535.28

Available material 26.40 0.00 0.00 0.00 26.40 0.20 26.60 2.66 29.26

10 Structural steel 52500.00 0.00 57.12 0.00 52557.12 394.18 52951.30 5295.13 58246.43

Available material 7692.00 0.00 0.00 0.00 7692.00 57.69 7749.69 774.97 8524.66

11 Filling 26.00 0.00 0.00 0.00 26.00 0.20 26.20 2.62 28.81

12 B. B. Masonry 2230.00 20.87 68.56 16.73 2336.15 17.52 2353.67 235.37 2589.04

13 20 mm thk. Plaster 120.00 1.49 6.67 0.90 129.06 0.97 130.02 13.00 143.03

14 Gate 1431.00 0.00 0.00 10.73 1441.73 10.81 1452.55 145.25 1597.80

Name of work : Construction of Amardham & improvement of Dashakriya place at PimpriLauki . Tal: Sangamner.

Sr.No.

Add 0.75 %for QCC

Add 0.75 %for VAT

Add 10 %for hilly area

SandMurum

Cement/steel

P. C. C. M 20 bed

amardham karule

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