data rates-cd works-part 8

8/13/2019 Data Rates-CD Works-Part 8

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CANAL CD WORKS

Mason Class I ( same as in Item : 14 ) : 1 No.Heavy mazdoor ( same as in Item : 14 except 2 mazdoors for lifting ) : 17 Nos.Light mazdoor for conveying concrete @ 1 per cum : 14 Nos.Light mazdoor for cleaning, curing & miscellaneous : 1 No.Labour for shuttering per sqm ( Annexure-B Item-8 ) @ Rs: 33.17

5. Use rate of materials :Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 ) @ Rs: 151.07

RATE ANALYSIS UNIT : 13.50 cumA. MATERIALS: Sl No Unit Amount

in Rs.1 Cement for mix kg 3682.00 4.00 14728.00

Cement for incidentals @ 5 kg / cum kg 68.00 4.00 272.002 Coarse aggregate 20-10 mm cum 7.15 520.00 3718.00 Coarse aggregate 10 mm below cum 3.85 669.00 2575.653 Fine aggregate ( screened ) cum 6.20 199.00 1233.804 Super Plasticizer ltr 11.00 75.00 825.005 Use rate of shuttering sqm 74.25 151.07 11216.596 Sundries sqm 1.00 30.00 30.00

Total Rs: 34599.04 Add for small Tools and Plants @ 1% Rs: 345.99 Add for Contractor's Profit @ 10% Rs: 3459.90 Add for Contractor's Overheads @ 5% Rs: 1729.95 Add Royalty charges on CA @ ( Included in material rates ) Rs: 0.00 Add Royalty charges on FA @ ( Included in material rates ) Rs: 0.00

Total cost of Materials : Rs: 40134.89

B. MACHINERY: Sl No Unit Amount

in Rs.1 Concrete mixer 300 / 200 ltr ( diesel ) Hour 8.00 42.00 336.00

Fuel / Energy charges Hour 8.00 55.00 440.002 5 hp pump ( diesel ) Hour 0.50 7.00 3.50

Fuel / Energy charges Hour 0.50 55.00 27.503 Water tanker 8000 ltr Hour 1.00 268.00 268.00

Fuel / Energy charges Hour 1.00 208.00 208.00Total Rs: 1283.00

Add for small Tools and Plants @ 1% Rs: 12.83 Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 67.55 Add for Contractor's Overheads @ 5% Rs: 64.15

Total hire charges of Machinery : Rs: 1427.53

C. LABOUR: Sl No Unit Amount

in Rs.1 Crew for Concrete mixer Hour 8.00 75.10 600.802 Crew for Pump Hour 0.50 35.80 17.903 Crew for Water tanker Hour 1.00 56.70 56.704 Mason Class-I Day 1.00 159.00 159.00

Description

Description

Perticulars

Rate

Quantity Rate

Quantityin Rs.

in Rs.Quantity Rate

in Rs.

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5 Maistry Day 1.00 141.50 141.506 Heavy mazdoor

for batching materials Day 10.00 132.00 1320.00for loading mortar pans Day 4.00 132.00 528.00for laying and tamping Day 3.00 132.00 396.00

7 Light mazdoorfor conveying concrete Day 14.00 130.50 1827.00for cleaning / washing / curing Day 1.00 130.50 130.50

8 Labour cost for shuttering / scaffolding sqm 74.25 33.17 2462.50Total Rs: 7639.90

Add for small Tools and Plants @ 1% Rs: 76.40 Add for Contractor's Profit @ 10% Rs: 763.99 Add for hidden cost on Labour @ 15% Rs: 1145.99 Add for Contractor's Overheads @ 5% Rs: 382.00

Total cost of Labour : Rs: 10008.27

ABSTRACT: A. Cost of Materials including royalty charges Rs: 40134.89B. Hire charges of Machinery Rs: 1427.53C. Cost of Labour Rs: 10008.27

TOTAL Rs: 51570.69 Add for enabling works @ 1.10% Rs: 567.28 Total cost for 13.50 cum Rs: 52137.97

Rate per cum Rs: 3862.00Rate approved per cum Rs: 3862.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No: 47

ITEM: Providing and constructing protective railing consisting of in-situ railing posts of size 150 x150 mm at bottom, 100 x 100 mm at top and 750 mm height at 2 m centre to centre in M-20grade concrete using 20 mm down size graded aggregates and with each post reinforced by4 Nos, of 8 mm dia main bars embedded in kerb concrete for a depth of 400 m m and 5 Nos.of 6 mm dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxideprimer and two coats of synthetic enamel paint, cost of all materials, machinery, labour,formwork, finishing, curing etc., complete with lead upto 50 m and all lifts.

DATA: Consider 10 m length railing.No. of RCC post @ 2 m interval : 6 Nos.Quantity of concrete for 6 posts ( 0.125 x 0.125 x 0.75 x 6 ) : 0.07 cumFor 1 cum CC :- Coarse aggregates : 0.80 cum Blending ratio : 65 :35

Fine aggregate : 0.45 cum Cement content : 330 kgWastage : 1 % for cement and 2 % for coarse & fine aggregates.

1. Requirement of materials:Cement for mix with 1 % wastage ( 0.07 x 330 x 1.01 ) : 23 kgCement for incidental works @ 2 kg / post ( 6 x 2 ) : 12 kgCoarse aggregate 20-10 mm size range ( 0.07 x 0.8 x 0.65 x 1.02 ) : 0.04 cumCoarse aggregate 10-4.75 mm size ( 0.07 x 0.8 x 0.35 x 1.02 ) : 0.02 cumFine aggregate ( 0.07 x 0.45 x 1.02 ) : 0.03 cum

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8 mm dia main steel for posts ( 6 x 4 x 1.2 x 0.39 x 1.025 ) : 11.5 kg6 mm dia stirrups for posts ( 6 x 5x 0.6 x 0.22 x 1.025 ) : 4.1 kg40 mm dia GI pipes B class 3 rows ( 3 x 10 ) : 30 RmRed oxide primer 0.25 ltr Synthetic enamel paint 2 coats 0.5 ltr

2. Requirement of machinery :No machinery proposed.

3. Formwork & scaffolding :Consider normal shuttering as concrete is laid in smaller lifts.Shuttering at 0.50 sqm / railing post considered.Shuttering @ 0.50 sqm per post ( 6.00 x 0.5 ) : 3.00 sqmCost of supports for shuttering considered @ 10 % of cost of shuttering.

4. Requirement of workforce ( other than machinery crew ) :Maistry : 0.5 No.Mason Class I : 1 No.Bar bender : 0.5 No.Painter Cl- II : 0.5 No.

Fitter shuttering : 0.5 No.Heavy mazdoor : 0.5 No.Light mazdoor for cleaning, curing & miscellaneous : 1 No.

5. Use rate of materials :Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 ) @ Rs: 151.07

RATE ANALYSIS UNIT : 10.00 RmA. MATERIALS: Sl No Unit Amount

in Rs.1 Cement kg 35.00 4.00 140.002 20-10 mm coarse aggregate cum 0.04 520.00 20.803 10-4.75 mm coarse aggregate cum 0.02 669.00 13.384 Fine aggregate ( screened ) cum 0.03 199.00 5.975 Reinforcement steel kg 15.60 36.20 564.726 40 mm dia GI pipes B class Rm 30.00 200.00 6000.007 Use rate of shuttering sqm 3.00 151.07 453.20

Supports for shuttering @ 10 % 45.328 Red oxide primer paint ltr 0.25 140.00 35.009 Synthetic enamel paint ltr 0.50 176.00 88.00

10 Sundries ( binding wire / brush etc ) LS 1.00 30.00 30.00

Total Rs: 7396.39 Add for small Tools and Plants @ 1% Rs: 73.96 Add for Contractor's Profit @ 10% Rs: 739.64 Add for Contractor's Overheads @ 5% Rs: 369.82 Add Royalty charges on CA @ ( Included in material rates ) Rs: 0.00 Add Royalty charges on FA @ ( Included in material rates ) Rs: 0.00


B. MACHINERY:

Perticularsin Rs.

Quantity Rate

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Sl No Unit Amountin Rs.

1 NIL 0.00 0.00 0.000.00 0.00 0.00

Total Rs: 0.00 Add for small Tools and Plants @ 1% Rs: 0.00 Add for Contractor's Profit on DPOL / Energy @ 10% Rs: 0.00 Add for Contractor's Overheads @ 5% Rs: 0.00



in Rs.1 Mason Class I Day 1.00 159.00 159.002 Bar bender Day 0.50 159.00 79.503 Maistry Day 0.50 141.50 70.754 Heavy mazdoor Day 0.50 132.00 66.005 Painter Cl- II Day 0.50 141.50 70.756 Light mazdoor Day 1.00 130.50 130.507 Fitter shuttering Day 0.50 148.50 74.25

Total Rs: 650.75 Add for small Tools and Plants @ 1% Rs: 6.51 Add for Contractor's Profit @ 10% Rs: 65.08 Add for hidden cost on Labour @ 15% Rs: 97.61 Add for Contractor's Overheads @ 5% Rs: 32.54



TOTAL Rs: 9432.29 Add for enabling works / water charges @ 1.10% Rs: 103.76 Total cost for 10.00 Rm Rs: 9536.04

Rate per Rm Rs: 954.00Rate approved per Rm Rs: 954.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.a

ITEM: Laying and jointing 300 mm dia . NP- 2 class or IRC standard hume pipes in CM 1 : 2proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto50 m and all lifts.

DATA: For 1 joint : Cement : 10 kg Sand : 0.01 cum Hemp yarn : 0.09 kgConsider 10 joints for rate analysis.

1. Requirement of materials:Cement with 1 % wastage ( 10 x 10 x 1.01 ) : 101 kgSand with 2 % wastage ( 10 x 0.01 x 1.02 ) : 0.10 cumHemp yarn ( 10 x 0.09 x 1.02 ) : 9.2 kg

Description

Description

Quantity Ratein Rs.

in Rs.Quantity Rate

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2. Requirement of machinery :No machinery required.

3. Requirement of workforce :Maistry : 1 No.Mason Cl-II for laying and jointing pipes : 2 Nos.Heavy mazdoor for handling pipes : 2 Nos.Light mazdoor for curing @ daily 1 hour for one week. : 1 No.

RATE ANALYSIS UNIT : 10.00 JointA. MATERIALS: Sl No Unit Amount

in Rs.1 Cement kg 101.00 4.00 404.002 Sand screened cum 0.10 199.00 19.903 Hemp yarn kg 0.92 54.00 49.68

Total Rs: 473.58 Add for small Tools and Plants @ 1% Rs: 4.74 Add for Contractor's Profit @ 10% Rs: 47.36 Add for Contractor's Overheads @ 5% Rs: 23.68

Add Royalty charges on Sand @ ( Included in material rates ) Rs: 0.00Total cost of Materials : Rs: 549.35


in Rs.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00Total Rs: 0.00




in Rs.1 Mason Cl- II Day 2.00 148.50 297.002 Maistry Day 1.00 141.50 141.503 Heavy mazdoor Day 2.00 132.00 264.00

4 Light mazdoor Day 1.00 130.50 130.50Total Rs: 833.00 Add for small Tools and Plants @ 1% Rs: 8.33 Add for Contractor's Profit @ 10% Rs: 83.30 Add for hidden cost on Labour @ 15% Rs: 124.95 Add for Contractor's Overheads @ 5% Rs: 41.65


ABSTRACT:

Description

Description

Perticulars

in Rs.

Quantity Rate

Quantity Rate

in Rs.Quantity Rate

in Rs.

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A. Cost of Materials including royalty charges Rs: 549.35B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 1091.23

TOTAL Rs: 1640.58 Add for enabling works / water charges etc @ 1.10% Rs: 18.05 Total cost for 10.00 Joint Rs: 1658.63

Rate per Joint Rs: 166.00Rate approved per Joint Rs: 166.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.b


DATA: For 1 joint : Cement : 17.25 kg Sand : 0.022 cum Hemp yarn : 0.125 kgConsider 10 joints for rate analysis.

1. Requirement of materials:

Cement with 1 % wastage ( 10 x 17.25 x 1.01 ) : 175 kgSand with 2 % wastage ( 10 x 0.02 x 1.02 ) : 0.22 cumHemp yarn ( 10 x 0.125 x 1.02 ) : 1.27 kg





Total Rs: 812.36 Add for small Tools and Plants @ 1% Rs: 8.12

Add for Contractor's Profit @ 10% Rs: 81.24 Add for Contractor's Overheads @ 5% Rs: 40.62 Add Royalty charges on Sand @ ( Included in material rates ) Rs: 0.00



in Rs.1 NIL 0.00 0.00 0.00

Description

Perticulars Quantity Rate

Quantity Rate

in Rs.

in Rs.

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in Rs.1 Mason Cl- II Day 2.00 148.50 297.002 Maistry Day 1.00 141.50 141.503 Heavy mazdoor Day 2.00 132.00 264.004 Light mazdoor Day 1.00 130.50 130.50



ABSTRACT: A. Cost of Materials including royalty charges Rs: 942.34

B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 1091.23



SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.c



1. Requirement of materials:Cement with 1 % wastage ( 10 x 24.5 x 1.01 ) : 248 kg

Sand with 2 % wastage ( 10 x 0.025 x 1.02 ) : 0.26 cumHemp yarn ( 10 x 0.215 x 1.02 ) : 2.20 kg2. Requirement of machinery :

No machinery required.3. Requirement of workforce :

Maistry : 1 No.Mason Cl-II for laying and jointing pipes : 2.5 Nos.Heavy mazdoor for handling pipes : 3 Nos.Light mazdoor for curing @ daily 1 hour for one week. : 1 No.

Description Quantity Ratein Rs.

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Total Rs: 1162.54 Add for small Tools and Plants @ 1% Rs: 11.63 Add for Contractor's Profit @ 10% Rs: 116.25 Add for Contractor's Overheads @ 5% Rs: 58.13 Add Royalty charges on Sand @ ( Included in material rates ) Rs: 0.00



in Rs.1 NIL 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00

Total Rs: 0.00contd

B. MACHINERY ( Contd ): Sl No Unit Amount

in Rs.contd





Total Rs: 1039.25 Add for small Tools and Plants @ 1% Rs: 10.39 Add for Contractor's Profit @ 10% Rs: 103.93 Add for hidden cost on Labour @ 15% Rs: 155.89

Add for Contractor's Overheads @ 5% Rs: 51.96Total cost of Labour : Rs: 1361.42


TOTAL Rs: 2709.96 Add for enabling works / water charges etc @ 1.10% Rs: 29.81

Description

Description

Perticulars

Description

Quantity Rate

in Rs.

Quantity Ratein Rs.

Quantity Rate

in Rs.

Quantity Ratein Rs.

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Total cost for 10.00 Joint Rs: 2739.77Rate per Joint Rs: 274.00Rate approved per Joint Rs: 274.00

SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.d



1. Requirement of materials:Cement with 1 % wastage ( 10 x 32.2 x 1.01 ) : 325 kgSand with 2 % wastage ( 10 x 0.031 x 1.02 ) : 0.32 cumHemp yarn ( 10 x 0.245 x 1.02 ) : 2.50 kg

2. Requirement of machinery :

No machinery required.

3. Requirement of workforce :Maistry : 1 No.Mason Cl-II for laying and jointing pipes : 2.5 Nos.Heavy mazdoor for handling pipes : 3 Nos.Light mazdoor for curing @ daily 1 hour for one week. : 1 No.





B. MACHINERY:

Sl No Unit Amountin Rs.1 NIL 0.00 0.00 0.00




Perticulars

Description Quantity Rate

in Rs.Quantity Rate

in Rs.

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TOTAL Rs: 3099.89

Add for enabling works/ water charges etc @ 1.10% Rs: 34.10 Total cost for 10.00 Joint Rs: 3133.99


SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.e





3. Requirement of workforce :Maistry : 1 No.

Mason Cl-II for laying and jointing pipes : 3 Nos.Heavy mazdoor for handling pipes : 4 Nos.Light mazdoor for curing @ daily 1 hour for one week. : 1 No.


in Rs.1 Cement kg 400.00 4.00 1600.00

Perticulars


Quantity Ratein Rs.

149


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Consider 10 joints for rate analysis.









in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1245.50

Perticulars

Description

Descriptionin Rs.

Quantity Rate

Quantity Rate

Quantity Rate

in Rs.

in Rs.

151


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Add for small Tools and Plants @ 1% Rs: 12.46 Add for Contractor's Profit @ 10% Rs: 124.55 Add for hidden cost on Labour @ 15% Rs: 186.83 Add for Contractor's Overheads @ 5% Rs: 62.28





SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.g






RATE ANALYSIS UNIT : 10.00 Joint

A. MATERIALS: Sl No Unit Amountin Rs.

1 Cement kg 500.00 4.00 2000.002 Sand screened cum 0.51 199.00 101.493 Hemp yarn kg 3.77 54.00 203.58

Total Rs: 2305.07 Add for small Tools and Plants @ 1% Rs: 23.05 Add for Contractor's Profit @ 10% Rs: 230.51

Perticulars Quantity Ratein Rs.

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CANAL CD WORKS

Add for Contractor's Overheads @ 5% Rs: 115.25 Add Royalty charges on Sand @ ( Included in material rates ) Rs: 0.00



in Rs.1 NIL 0.00 0.00 0.00











SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.h



1. Requirement of materials:

Description


Quantity Ratein Rs.

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Cement with 1 % wastage ( 10 x 57 x 1.01 ) : 576 kgSand with 2 % wastage ( 10 x 0.06 x 1.02 ) : 0.61 cumHemp yarn ( 10 x 0.4 x 1.02 ) : 4.10 kg








in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1377.50 Add for small Tools and Plants @ 1% Rs: 13.78 Add for Contractor's Profit @ 10% Rs: 137.75 Add for hidden cost on Labour @ 15% Rs: 206.63

Perticulars

Description

Description

Quantity Rate

Quantity Rate

in Rs.

in Rs.Quantity Rate

in Rs.

154


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Add for Contractor's Overheads @ 5% Rs: 68.88Total cost of Labour : Rs: 1804.53




SECTION: CANAL C.D WORKS. YEAR : 2010-11 ITEM No:48.i



1. Requirement of materials:Cement with 1 % wastage ( 10 x 67 x 1.01 ) : 677 kgSand with 2 % wastage ( 10 x 0.07 x 1.02 ) : 0.71 cumHemp yarn ( 10 x 0.445 x 1.02 ) : 4.54 kg




in Rs.

1 Cement kg 677.00 4.00 2708.002 Sand screened cum 0.71 199.00 141.293 Hemp yarn kg 4.54 54.00 245.16



Perticulars Quantity Ratein Rs.

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data rates-cd works-part 8

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