Kg.patty Bt Road 3.26lakhs

Page 1 of 122

DATA using Packed Bitumen

Unit = sqm

Taking output = 500 sqm (10 cum)

a) Labour

1.08 Mate 178.00 day 192.24

21.00 Mazdoor (Unskilled) 155.00 day 3255.00

6.00 Mazdoor (Semi-Skilled) 173.00 day 1038.00

Machinery 4485.24

4.00 Mixall 6/10 t capacity 1526.05 hour 6104.20

4.00 160.00 hour 640.00

2.00 Three wheel 80-100 kN static roller 371.00 hour 742.00

7486.20

Km : 0 / 0 - 1 / 0 Km : 1 / 0 - 2 / 0 Km : 2 / 0 - 2 / 1

0.73 Bitumen (S-65) @ 14.60 kg 41800.00 t 30514.00 ### 30514.00 41800.00 30514.00

13.50 745.28 cum 10061.28 749.83 10122.71 754.38 10184.13

1.00 Labour 4485.24 4485.24 4485.24 4485.24 4485.24 4485.24

1.00 Machinery 7486.20 7486.20 7486.20 7486.20 7486.20 7486.20

Overheads @ 12.5% on (a+b+c) 6568.34 6576.02 6583.70

Cost of 500 sqm = a+b+c+d 59115.06 59184.17 59253.27

Rate per sqm = (a+b+c+d)/500 118.23 118.37 118.51

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared

b)

Bitumen boiler oil fired1000 litre capacity fitted with spray set

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Page 2 of 122

Seal Coat

Unit = sqm

Taking output = 1100 sqm

a) Labour

1.15 Mate 178.00 day 204.70

1.00 Bitumen Sprayer 107.00 day 107.00


6.00 Mazdoor (Semi-Skilled) 173.00 day 1038.00

b) Machinery 4759.70

2.20 160.00 hour 352.00


1168.20

Km : 0 / 0 - 1 / 0 Km : 1 / 0 - 2 / 0 Km : 2 / 0 - 2 / 1

1.078 41800.00 t 45060.40 ### 45060.40 41800.00 45060.40

9.90 458.95 cum 4543.61 463.50 4588.65 468.05 4633.70

1.00 Labour 4759.70 4759.70 4759.70 4759.70 4759.70 4759.70

1.00 Machinery 1168.20 1168.20 1168.20 1168.20 1168.20 1168.20

Overheads @ 12.5% on (a+b+c) 6941.49 6947.12 6952.75

Cost of 1100 sqm = a+b+c+d 62473.40 62524.07 62574.75

Rate per sqm = (a+b+c+d)/1100 56.79 56.84 56.89

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Bitumen boiler oil fired, capacity 1000 litre fitted with spray set

Bitumen (S-65) @ 9.80 kg per 10 sqm

Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm

Page 3 of 122

DATA using Bituminous Emulsion

5.1 508.2

Unit = sqm

Taking output = 900 sqm (24.3 cum)

a) Labour

0.80 Mate 213.00 day 170.40


2.00 Mazdoor (Skilled) 207.00 day 414.00

Machinery 3914.40

6.00 Concrete Mixer 0.4/0.28 Cum capacity 188.00 hour 1128.00


2463.60

c) Material Km : 0 / 0 - 1 / 0

1.94 43700.00 t 84778.00

24.30 745.28 cum 18110.30

1.00 Labour 3914.40 3914.40

1.00 Machinery 2463.60 2463.60

Overheads @ 12.5% on (a+b+c) 13658.29

Cost of 900 sqm = a+b+c+d ###

Rate per sqm = (a+b+c+d)/900 136.58

20mm thick Open-Graded Premix Carpet using Bitumen Emulsion as per Technical Specification clause 508.2 .

b)

Bitumen Emulsion @ 21.50 kg per 10 sqm

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Page 4 of 122

Seal Coat

Unit = sqm

Taking output = 2700 sqm (24.3 cum)

a) Labour

0.80 Mate 178.00 day 142.40


2.00 Mazdoor (Skilled) 173.00 day 346.00

Machinery 3278.40

6.00 Concrete Mixer 0.4/0.28 Cum capacity 188.00 hour 1128.00


2463.60

c) Material Km : 0 / 0 - 1 / 0

2.70 43700.00 t ###

24.30 458.95 cum 11152.49

1.00 Labour 3278.40 3278.40

1.00 Machinery 2463.60 2463.60

Overheads @ 12.5% on (a+b+c) 16860.56

Cost of 2700 sqm = a+b+c+d ###

Rate per sqm = (a+b+c+d)/2700 56.20

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

b)

Bitumen Emulsion @ 10 kg per 10 sqm

Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm

Rates Length of Road

Bitu

me

n

Em

uls

ion

Die

sel

Ke

rose

ne

& O

il

Sta

rtin

g C

ha

ina

ge

En

din

g C

ha

ina

ge

50098 46253 44.00 30.00 0.000 0.200

Steel= 48000Hill Percentage 50 %

I ROADS

S.No Description of work 0.00 0.20 0.00 0.00

1 Clearing the light jungle 1.90

2 Earth work excavation SS 20A 36.40

3 Earth work excavation SS 20B 38.80

4 Collection and spreading of gritty gravel 247.32 0.00

4 Collection and spreading of Well gravel 97.34

5 WBM Grade II 1167.95 0.00

6 WBM Grade III 1394.89 0.00

7 Advance Patch work- 50mm tk 3149.63 0.00

8 Advance Patch work- 25mm tk 3354.63 0.00

9 TACK COAT over WBM 4Kg/10 sqm 31.24

10 TACK COAT over WBM 3Kg/10 sqm 19.00

11 PREMIX CARPET WITH SEAL COAT 191.03 0.00

II CD WORKS

Materials Plain Hills

Cement & Steel 12 10

Sand 14 11

Metal 16 12

Gravel 20 13

S.No Description of work Rates

1 Earth work SS 20 B 109.20

2 C.C.1:4:8 2120.50

3 C : C 1: 5: 10 1976.30

4 R . R. MASONARY 1 : 5 1953.20

5 R . R. MASONARY 1 : 4 2062.20

6 C : C 1: 3: 6 using 40 mm metal 2360.90

7 C : C 1: 2: 4 using 20 mm metal 3080.10

8 R.C. C 1: 1 1/2: 3 4019.09

9 R.C. C 1: 2: 4 0.00

10 R.C.C. 1: 2: 4

11 Fabrication of STEEL 56907.08

12 Steel Centring 335.04

13 Steel Shuttering 167.52

14 Plastering CM 1:5 - 20mm Tk 159.51

15 Plastering CM 1:4- 20mm Tk 166.56



Plastering CM 1:3- 10mm Tk 94.08

17 Gravel Filling 257.85

18 Sand Filling 216.00

19 Wearing Coat 322.22

20 Dry stone masonry 1353.10

Lead

Me

tal

63

- 2

2.4

mm

Me

tal

13

.2 -

6.7

0m

m

Gra

vel

Sa

nd

Plain 13.00 13.00 13.00 1.00

Hills 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 12.19 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 2204.33 2204.33 0.00

0.00 2204.33 0.00 0.00

S

0.00 122.24 122.24 0.00

………………………………………….

………… 0

Highways Department

2011-12

I Rates for Labour

S.No. Description UnitFUEL RATES

Bituminous work Labour Diesel (Local Rate) Litre 44.00

1 Bitumen sprayer Man Day 240.00 Furnace Oil Litre 30.00

2 Bitumen raker Man Day 250.00 Kerosene Litre 30.00

3 Heat master operator Day 193.00

4 Mini Hot Mix plant Operator Day 250.00 BITUMEN

5 Gunnuting plant Operator Day 209.00 Bitumen packed MT ###

6 Gunnuting gun Operator Day 228.00 Emulsion MT ###

7 Road Mazdoor Grade I Day 207.00

8 Road Mazdoor Grade II Day 185.00

9 Road Mazdoor Grade III Day 114.00

10 Head Mazdoor Day 213.00

11 Mazdoor (Skilled) 127.00

12 Mazdoor (Unskilled) 114.00

II Hire Charges for Machineries

1Power roller 8 - 10 ton Day 720.00

645.00

2 Water sprinkler Day 1112.00 Water tanker 6 kl - 1 trip per h 250.00

3 Mini Hot Mix Plant Day 1456.00 Mixall 6/10 t capacity 1526.05

4 Bitumen Boiler with fuel Day 160.00

5 Bitumen Sprayer 10 Sq.m 12.00 Three wheel 80-100 kN static r 178.78

6 Bitumen Boiler without fuel Day 176.00 Bitumen Sprayer per day 107.00

7 Central Mixing Plant Day 8432.00

8 Vibratory Roller Day 4720.00

9 Paver Finisher Day 2128.00

10 Tipper Trucks Day 952.00

11 Water Kl 60.00

12 Hydraulic Broom hour 288.00

13 Air Compressor 210 cfm hour 258.00

III FUEL RATES

1 Diesel (Local Rate) Litre 44.00

2 Furnace Oil Litre 30.00

3 Kerosene Litre 30.00

Schedule of Rates Year 2010-2011

Rates in Rupees

Bitumen emulsion pressure distributor @ 1750 sqm per hour

Bitumen boiler oil fired1000 litre capacity fitted with spray set

IV Rates of works

1 Scrub jungle Sqm 1.90

2 Jungle clearance Sqm 2.05

3 Earth work SS 20 A Cum 38.80 23.2

4 Earth work SS 20B Cum 36.40 21.1 26.4

5 Earth work SDR not rg blas Cum 54.20

6 Medium rock not req blasti Cum 95.50

7 Hard rock req blasting Cum 258.30

8 Addl one lead over 10m Cum 4.60

9 Addl one lift over 2m Cum 3.70

10 Refilling excavated earth Cum 12.80

11 Refilling excavated sand Cum 11.30

12 Spreading gravel (labour on Cum 4.14

13 Stacking metal Cum 3.15

14 Stacking gravel Cum 3.05

15 Stacking sand Cum 3.05

16 Kilometre stone each 299.00

17 Hectametre stone each 150.00

V RATES OF MATERIALS 2011-12

Sl.No. Description Unit

I

i 90mm size one cum 293.00

ii 75mm size one cum 328.00

iii 63mm size one cum 423.00

iv 53mm size one cum 514.00

v 46.5mm size one cum 689.00

vi 45mm size one cum 689.00

vii 37.5mm size one cum 703.00

viii 26.5mm size one cum 665.00

ix 25mm size one cum 665.00

x 22.4mm size one cum 965.00

xi 13.2mm size one cum 894.00

xii 11.2mm size one cum 608.00

xiii 6.7mm size one cum 451.00

xiv 6mm size one cum 451.00

xv 5.6mm size one cum 451.00

xvi 4.75mm size & below one cum 400.00

xvii Gravel 111.00

xviii Wellgravel 98.00

xix Sand for filling 110.00

1 Bitumen packed 80/100 Mt

2 Emulsion Mt

VI Other Materials

1 Cement Mt 4400.00

2 Sand one cum 110.00

3 Sand for filling one cum 110.00

4 Rough stone one cum 302.00

5 Bond stone one cum 414.00

6 40mm ISS metal one cum 675.00

7 20mm ISS metal one cum 940.00

8 Country bricks 2 3/4" 1000 nos 3625.00

CoimbatoreCircle

Hard Broken Stone IRC Standard : Hand Broken / Machine Crushed

VII 2011-12

Sl.No. Distance in Kilometre Bitumen

1 2 3 4 5 6 7 8

1 Co- efficient 1.10 1.60 1.35 1.80 2.25 0.00

2 Incidental charges

3 Add for every extra 1 km or part thereof

a 0 - 10 Kms. 4.85 7.05 5.95 7.90 9.90 0.00

b 10 - 20 Kms. 4.20 6.05 5.10 6.85 8.35 0.00

c 20 - 40 Kms. 3.70 5.35 4.50 6.05 7.55 0.00

d 40 - 80 Kms. 3.10 4.50 3.80 5.05 6.30 0.00

e Above 80 Kms. 2.80 4.05 3.40 4.55 5.70 0.00

4 Loading Charges 27.95 19.15 27.50 27.50 27.50 0.00

5 Unloading Charges 27.95 19.15 27.50 27.50 27.50 0.00

6 An Adhoc extra for inter st 12.80 18.60 15.80 20.95 26.15 0.00

7 L & UL Charges 0.00 0.00 0.00 0.00 0.00 0.00

VIII

Sl.No. Distance in Kilometre Bitumen

1 2 3 4 5 6 7 8

1 Co- efficient 0.00 0.00 0.00 0.00 0.00 0.00

2 Incidental charges

3 Add for every extra 1 km or part thereof

a 0 - 10 Kms. 9.70 14.10 11.90 15.80 19.80 0.00

b 10 - 20 Kms. 8.40 12.10 10.20 13.70 16.70 0.00

c 20 - 40 Kms. 7.40 10.70 9.00 12.10 15.10 0.00

d 40 - 80 Kms. 6.20 9.00 7.60 10.10 12.60 0.00

e Above 80 Kms. 5.60 8.10 6.80 9.10 11.40 0.00

Conveyance Table (for PLAINS)

RATES FOR CONVEYANCE OF MATERIAL BY ROAD IN PLAINS FOR THE YEAR 2011-12

Br. Jelly, Wood work

(one m3)

Broken Stone Sand

Gravel(one m3)

Country Bricks(1000 Nos,)

Mangalore Tiles (1000No

s,)

Chamber bricks,

Flooring tiles.

(1000nos)

Conveyance Table (for HILLS)

RATES FOR CONVEYANCE OF MATERIAL BY ROAD IN HILLS FOR THE YEAR 2009 - 10

Br. Jelly, Wood work

(one m3)

Broken Stone Sand

Gravel(one m3)

Country Bricks(1000 Nos,)

Mangalore Tiles (1000No

s,)

Chamber bricks

IX. Lumpsum Rates

1 Hire and labour charges for WBM Gr.II & III

a) Forming edge bunds L.S. 1.46

b) Maintaining berms for traffic barricading, providing danger lights L.S. 1.46

c) Watering and keeping the surface moist for 15days L.S. 1.46

d) Rent for tools including baskets, sherpining, pick axes L.S. 1.46

e) Sundries such as rope, waterpots L.S. 1.52

2

Brushing and cleaning the surface L.S 4.55

Spreading the Bitumen for Tack coat L.S 3.54

L.S 17.68

Levelling and tamping the Premix in the patches and pot holes rolling L.S 6.06

Special tools such as wire brush L.S 2.53

Regulation of traffic L.S 2.53

Sundries such as barricading arrangements, L.S 0.71

3


Levelling the materials in the patches and pot holes L.S 5.50

and tamping after blinding with water




conveying water etc,.

Labour charges for Patch work with Bituminous Premix materials for 0.625 cum of Bituminous material.

Prmixing chips with Bitumen in the Drum mixer and laying of 0.625 m3 of metal with 44 Kg of Bitumen

Labour charges for WBM patch work - 1 cum

Sl.no Type of Consolidation/Compaction Out Turn

1 Earth work Compaction 425 Cum

2 Gravel soling 425 Cum

3 Soling with 150mm cube stones 600 Cum

4 Soling with hard gravel sto 150mm Thick 650 Cum

5 Sand-Gravel mix soling 450 Cum

6 Sand-Gravel mix 150mm Thick 950 Cum

7 Water bound macadam 40mm to 50mm Thick 740 Sqm

8 Water bound macadam 50mm to 75mm Thick 550 Sqm

9 Water bound macadam 75mm Thick 450 Sqm

10 Water bound macadam 100mm Thick 350 Sqm

11 Bituminuous macadam 50mm Thick 300 Sqm

12 Bituminuous macadam 75mm Thick 225 Sqm

13 Bult-up spray grout 75mm Thick 225 Sqm

14 Asphaltic concrete 40mm Thick 300 Sqm

15 Premix Carpet 20mm Thick 500 Sqm

16 Seal Coat 1000 Sqm

17 Single coat Surface dressing 800 Sqm

18 Two coats of Surface dressing 550 Sqm

19 Mix seal surfacing 600 Sqm

20 Semi dense Carpet 400 Sqm

21 Blacktop chipping carpet with hard metal 1100 Sqm

80/100 KN Road Roller Out Turn

Name of work :

Starting Ending Scheme : NABARD RIDF

Year : 2008-09KM 0.000 0.200

MetalBitumen Gravel SandFrom To 63-22.4 13.2-6.7

0.00 13.20 13.20 0.20 13.20 1.20or or or or

KM 0.00 - 0.00 Hills 0.00 0.00 0.00 0.00 0.00

Plain 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

0.00 13.20 13.20 0.20 13.20 1.20or or or or

KM 0.00 - 0.00 Hills 0.00 0.00 0.00 0.00 0.00

Plain 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

0.00 13.20 13.20 0.20 13.20 1.20or or or or

KM 0.00 - 0.00 Hills 0.00 0.00 0.00 0.00 0.00

Plain 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

0.00 13.20 13.20 0.20 13.20 1.20or or or or

KM 0.00 - 0.00 Hills 0.00 0.00 0.00 0.00 0.00

Plain 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

0.00 13.20 13.20 0.20 13.20 1.20

or or or or

KM 0.00 - 0.00 Hills 0.00 0.00 0.00 0.00 0.00

Plain 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

0.10 13.10 13.10 0.10 13.10 1.10

or or or orKM 0.00 - 0.20 Hills 0.00 0.00 0.00 0.00 0.00

Plain 13.00 13.00 0.00 13.00 1.00

Total 13.00 13.00 0.00 13.00 1.00

HILLS 0.00 0.00 0.00 0.00 0.00

PLAINS 13.00 13.00 0.00 13.00 1.00

63-22.4 13.2-6.7 Bitumen Gravel Sand

Metal Metal

Providing BT road from Nallu Thevar shop to Murugan house at 9th ward Bound street in Kullappagoundanpatty.

Working milage

D3

COMMISSIONER:

Name of work 0

Name of Quarry

63 - 22.4 Metal : Kamayagoundanpatty

13.2 - 6.7 Metal : Kamayagoundanpatty

Bitumen : At P.U.Store,Cumbum

Emulsion : At P.U.Store,Cumbum

Gravel : Thippilimedu

Sand : Vadaveeranayakanapatty

I do hereby certified that

i.the distance noted herein are correct. ii.the quarry founded are correctiii.the rates shown are correct iv.the materials can be easily carried. v.the discription of variety of materials is correct.


D53

COMMISSIONER:

ROAD METAL RATE

Name of work:


I

1 0.050 90mm IRC Metal 293.00 14.65 0.025 63mm IRC Metal 423.00 10.58



4 0.050 45mm IRC Metal 689.00 34.45 0.025 22.40 mm IRC Metal 965.00 24.13

5 0.025 22.40mm IRC Meta 965.00 24.13 0.025 11.20 mm IRC Metal 608.00 15.20Total 482.03 s Total 652.24

KM 0.00 - 0.20

RE

AC

H

Name of quarry Kind of metal Distance in KM Total

Plains Hills

KamayagoundanpattyWBM Gr II metal 13 0 482.03 88.65 0.00 3.15 0.00 573.83

--do-- WBM Gr III metal 13 0 652.24 88.65 0.00 3.15 0.00 744.04

0.20

--do-- 45mm IRC metal 13 0 689.00 88.65 0.00 3.15 0.00 780.80

--do-- 13.2mm IRC metal 13 0 894.00 88.65 0.00 3.15 0.00 985.80

-

--do-- 11.2mm IRC metal 13 0 608.00 88.65 0.00 3.15 0.00 699.80

--do-- 6.7mm IRC metal 13 0 451.00 88.65 0.00 3.15 0.00 542.80

0.00

Thippilimedu Gravel 13 0 111.00 88.65 0.00 3.05 0.00 202.70

At P.U.Store,Cumbum Packed bitumen 0 0 50098.34 0.00 0.00 0.00 0.00 50098.34

--do-- Emulsion 0 0 46252.66 0.00 0.00 0.00 0.00 46252.66

BASIC COST OF B MM TO 45 MM METAL ( WBM Grade II ) BASIC COST OF 63 MM TO 45 MM METAL ( WBM Grade III )

M3 M3

M3 M3

M3 M3

M3 M3

M3 M3

Nature of route for

conveyance metalled or unmetalled

Cost at Quarry

Convey ance (Plain)

Convey ance (Hills)

Stacking Charges

20% Extra

(Labour)

Estimate Amount: Rs.330000/-

NAME OF SCHEME: SFC(D.P) 2012-13

Name of Work: Providing BT road from Nallu Thevar shop to Murugan house at 9th ward Bound street in Kullappagoundanpatty.

CUMBUM BLOCK

DETAILED ESTIMATE

Name of union : CUMBUM Scheme : SFC(D.P)

Year : 2012-13

Estimate Amount:Rs:3.30 Lakhs A.S.Ref :

Description of work Nos. L B D Quantity

1

1 x 1 190.00 4.00 0.10 76.00

76.00

2

K.M 0/0 - 1 X 1 190.00 4.00 0.10 76.00

Total Quantity 76.00

3

1 X 1 190.00 3.75 0.075 53.44

4

1 X 1 190.00 3.75 0.075 53.44

5

1 X 1 190.00 3.75 712.50

6

1 X 1 190.00 3.75 712.50


Name of Panchayat:Kullappagoundanpatty

Sl.No.

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Earthwork excavation from borrow pits for filling in all classes of soils,sand silt or other soil wet sand or silt not under water ,light black cotton soil, sandy loam and ordinary soil except gravelly soil hard red earth shales, murrams, gravel stoney ea

Providing 75mm consolidated thickness WBM for Bottom Layer using 1 cum of Grade II metal of size 90mm,63mm, 53mm, 45mm, & 22.4mm IRC HBG metal 0.24 cum of unscreened gravel whose PI value is less than '6' for blindage and filler for 10 Sqm area including cost and conveyance and all labour charges etc.,

Providing 75mm consolidated thickness WBM forTop Layer using 1 cum of Grade III metal of size 63mm, 53mm, 45mm, & 22.4mm IRC HBG metal 0.24 cum of unscreened gravel whose PI value is less than '6' for blindage and filler for 10 Sqm area including cost and conveyance and all labour charges etc.,

Applying TACK COAT over WBMsurface using 4 Kg bituminous emulsion which will be supplied departmentally at section stores and cost which will be recovered at the rates as per the special condition appended herewith including conveyance etc.,

Providing and laying PREMIX CARPET with SEAL COAT TYPE 'A' for 20mm consolidated thickness using machine crushed IRCsize HBG metal 0.18cum of 13.2mm and 0.09cum of 11.2mm with 14.60Kg of bitumen (60/70 grade bitumen) for premixing for 10Sqm for premix carpet etc complete.,

7 Supply & Laying of U S Gravel including all incidental charges etc., complete

1 X 2 190.00 0.45 0.10 17.10

8 Provision for Name Board LS

9 Provision for Photographic charges LS

10 Provision for Labour welfare Fund 0.3% LS

11 LS

12 Contigencies & other unforeseen charges LS

Difference in cost of materials and Quality control test Charges

ASSISTANT ENGINEER, (RD)PANCHAYAT UNION,

CUMBUM.

1.00 0.60

Page 26

ABSTRACT ESTIMATE

Estimate Amount: Rs. 3.30 Lakhs

QTY DESCRIPTION OF WORK RATE UNIT

1 76.00 247.32 CUM

2 76.00 38.80 CUM

3 53.44 1167.95 CUM

4 53.44 1394.89 CUM

5 712.50 31.24 Sqm

6 712.50 191.03 Sqm

7 17.10 206.84 CUM

8 Provision for Name Board L.S


Sl.No


Earthwork excavation from borrow pits for filling in all classes of soils,sand silt or other soil wet sand or silt not under water ,light black cotton soil, sandy loam and ordinary soil except gravelly soil hard red earth shales, murrams, gravel stoney earth etc complete.



Applying TACK COAT over WBMsurface using 4 Kg bituminous emulsion which will be supplied departmentally at section stores and cost which will be recovered at the rates as per the special condition appended herewith including cost and conveyance and all labour charges etc.,


Providing and laying of US Gravel including all incidental charges etc., complete

Page 27

9 Provision for Photographic charges L.S

10 Provision for Labour welfare Fund 0.3% L.S

11 Provision for difference cost of materials L.S

12 Contigencies & other unforeseen charges L.S

TOTAL


CUMBUM.

Page 28

ABSTRACT ESTIMATE


AMOUNT

18796

2949

62412

74539

22259

136109

3537

2500

Name of Work: Providing BT road from Nallu Thevar shop to Murugan house at 9th ward Bound street

Page 29

500

1000

3000

2399301805.00

330000905.42

0.00ASSISTANT ENGINEER, (RD)PANCHAYAT UNION,

CUMBUM.

Page 30

ABSTRACT ESTIMATE

Name of Work: Providing BT road at 9th ward Bound street in Kullappagoundanpatty.


QTY DESCRIPTION OF WORK RATE UNIT

1 461.25 5.59 Sqm

2 199.26 38.80 CUM

3 103.78 1394.89 CUM

4 1383.75 31.24 Sqm

5 1383.75 191.03 Sqm

6 66.42 206.84 CUM

7 Provision for Name Board L.S

Sl.No

Picking the existing metaled surface up to 50mm depth including removing the stuff away from the site etc.complete






Page 31

8 Provision for Photographic charges L.S

9 Provision for Labour welfare Fund 0.3% L.S

10 Provision for difference cost of materials L.S

11 Contigencies & other unforeseen charges L.S

TOTAL


CUMBUM.

Page 32

ABSTRACT ESTIMATE



AMOUNT

2578

7731

144763

43230

264338

13738

1000

Page 33

500

2000

122476378.00

4800001429.13

2650000.00ASSISTANT ENGINEER, (RD)PANCHAYAT UNION,

CUMBUM.

DETAILED ESTIMATE


Name of union : CUMBUM Scheme : SFC(D.P)

Year : 2011-12

Estimate Amount:Rs:4.80 LAKHS.

Description of work Nos. L B D Quantity

1

K.M 0/0- 1 X 1 369.00 3.75 1383.75

1383.75 /3 461.25

Net Quantity 461.25

2

K.M 0/0 - 1 X 2 369.00 0.90 0.30 199.26

Total Quantity 199.26

3

1 X 1 369.00 3.75 0.075 103.78

4

1 X 1 369.00 3.75 1383.75

5

1 X 1 369.00 3.75 1383.75

6 Supply & Laying of U S Gravel including all incidental charges etc., complete

Name of Panchayat:Kullappagoundanpatty

A.S.Ref : The District Collector,Theni Roc No:61/2011/A1, dated 27.08.2012

Sl.No.




Applying TACK COAT over WBMsurface using 4 Kg bituminous emulsion which will be supplied departmentally at section stores and cost which will be recovered at the rates as per the special condition appended herewith including conveyance etc.,


1 X 2 369.00 0.90 0.10 66.42

7 Provision for Name Board LS

8 Provision for Photographic charges LS

9 LS

10 Contigencies & other unforeseen charges LS

Difference in cost of materials and Quality control test Charges


CUMBUM.

1.00 0.60

`

SPECIFICATION REPORT

Est. Amt. : Rs.330000/-

Name of scheme;- SFC(D.P) 2012-13

The Estimate cost of the proposed structure has been prepared for Rs. 330000/-

The following provisions are made in this estimate.


Provision for Name Board

Provision for Photographic charges

Provision for Labour welfare Fund 0.3%

The specification report to accompany the estimate for Providing BT road from Nallu Thevar shop to Murugan house at 9th ward Bound street in Kullappagoundanpatty.

Rupees one lakhs and fifty thousand Only), based on Highways deparment schedule of rate for the year 2012-2013

This estimate have been prepared for obtaining administrative approval from The District Collector,Theni







The entire work will be carried out as per TNSS & SSRB and other relevant particulars given time to time. The expenditure will be meet out under -SFC District panchayat 2012-13


CUMBUM.


CUMBUM.

LEAD STATEMENT ( Kms)

Sand Brickjelly Lime stone

Plain 12 14 16.00 15 15 10

HILLS 10 11 12.00 0 0 0

Cement / Steel

Rough stone, &

Metal

Country Bricks

x x x PWD Rates

x x x Collector's appd rates

I Rates of Labour II Rates of Material ( contd..) III

1 Carpenter I class 284.00 c Lime and cement c

2 Carpenter II class 261.00 1

3 Fitter I class barbendin 253.00 1 Cement 4400.00 2

4 Fitter II classbarbendin 235.00 2 Shell lime 1075.00 3

5 Floor polisher 225.00 3 Lime stone 790.00 4

6 Mason I class for BW 291.00 4 Grinding mortor 92.10 5

7 Mason II class for BW 261.00 5 Mixing mortor 37.70

8 Mazdoor I class 183.00 Concrete Vibrators

9 Mazdoor II class 165.00 1 PCC 22.80 1

10 Painter I Class 196.00 2 RCC 30.65 2

11 Painter II Class 217.00 d Timber and Roofing materials

12 Plumber I class 253.00 1 26180.00 1

13 Plumber II class 235.00 2 27500.00 2

14 Stone Cutter I class 224.00 3 CW planks 30030.00 d

15 Stone Cutter II class 207.00 4 26.40 1

16 Wodder 189.00 5 19.20 2

17 Mazdoor I cl. For roads 207.00 6 Palmyrah rafter 37.90 3

18 Mason I class(stone wo 291.00 7 25.30 4

19 Mason II class(stone w 261.00 8 19.20 5

II Rates of Material 9 14.80 6

a Bricks and Tile product 10 12.60 7

1 3625.00 8

2 Brick Jelly- 40 mm 450.00 9

3 --do-- 20mm 500.00 10

4 7920.00 e Metal and Iron works 11

5 11220.00 1 Steel rods 48000.00 12

6 7.55 2 MS plate kg 48.00 13

7 9990.00 3 MS Angle kg 48.00

8 6360.00 4 Binding wir Mt 48.00 1

9 Ceiling tiles 20x20x2 4.55 5 335.00 2

10 2855.00 6 Iron works ( lab) 16.75 /kg 3

f RCC Hume Pipes & coller n

1 900 mm dia 2.5m ### 200.00 1

2 900 mm dia 1.0m ### 2

Schedule of Rates 2010 -11

CW scantling < 4m

CW scantling (raft)

CW reepers-50x25

CW reepers-50x12

Casu. poles 13-15

Casu. poles 10-13

Casu. poles 8-10

Casu. poles 5-8

Country bricks ( 2 3/4" )

Pressed Tiles.(20x20)

--do-- (23x23)

Mang. Tiles class AA

Mosaic (Grey)25x25

Mosaic (Grey)20x20

GI sheet 300x1.6mm/1Sqm /m2

Country bricks ( 2 1/4" )

b Stone and Road materials 3 600 mm dia 2.5m ### 170.00 V

4 600 mm dia 1.0m 700.00 1

1 302.00 III Rates of works 2

2 Roughstone ( revet ) 262.00 a Clearing the site 3

3 Bond stones 414.00 1 Lighjungle 2.05 4

4 3125.00 2 Scrub jungle 1.90 5

5 Km stone1.65 x 0.45 x 299.00 6

6 Hm stone 0.75 x0.23 155.00 b Dismanling 7

7 111.00 8

8 Cut stone roughly dres 2970.00 1 22.30 9

ISS Metal 2 68.40 10

8 40mm metal 675.00 3 83.85 11

9 20mm metal 940.00 4 Lime concrete 106.20 12

10 12mm metal 871.00 5 Cement concrete 144.00 13

11 10mm metal 641.00 6 RCC 2187.00 14

12 6mm metal 435.00 7 Chipping concrete 12.10 15

13 Gravel 111.00 8 Pres.tiles & WC 13.95 16

14 Well gravel 98.00 9 Scrapping old plast 3.45 17

15 Sand for mortor 110.00 IV Electrification 18

16 Sand for filling 110.00 19

17 26.00 20

18 311.00 1 Light & Fan Pt(21) 456.80 /pt 21

19 300.00 2 Plug point SI 34 340.05 /pt VI

20 277.00 3 16 amp DPICSI 136 358.55 /pt 1

21 Granite slab sqm 1800.00 4 Meter board SI120 127.80 /pt 2

5 GI serv. Pip SI 67 200.25 /m 3

IRC Metal 6 Serv.main SI 62 25.10 /m 4

1 45 mm metal 689.00 7 Arial Fuse SI 124 99.90 /pt 5

2 25 mm metal 665.00 8 4x40W tube SI 83 371.15 /no 6

Roughstone (masonry)

Stoneslab (3 face 1 ln) ab 1.2 m

Guard stone 0.23x0.23

Brick/stone in clay

Brick/stone in lime

Brick/stone in cement

/m2

/m2

/m3

Clay for puddle & masonry

Cuddapah slab 50mm

Cuddapah slab 38/40

Cuddapah slab 20/30

3 11.2 mm metal 608.00 9 Ceiling.Fan SI 106 ### /no 7

4 6 mm metal 451.00 10 BH Fitting SI 80 307.85 /no 8

11 40W bulb SI 77 77.20 /no 9

Conveyance of Material by road in PLAINS for the year 2012-13

Sl.No. Distance in Steel 1.00MT Country bricks

1 2 3 4 5 6 7

1 Co-efficient 1.00 1.00 1.10 1.60 1.35

2 Incidental c 0.00 0.00 0.00 0.00 0.00

3 Add for every extra 1 km & part there of

a 0 -10 Kms 4.40 4.40 4.85 7.05 5.95

b 10 - 20 Kms 3.80 3.80 4.20 6.05 5.10

c 20 - 40 Kms 3.35 3.35 3.70 5.35 4.50

d 40 - 80 Kms 2.80 2.80 3.10 4.50 3.80

e above 80 Km 2.55 2.55 2.80 4.05 3.40

4 Loading cha 58.50 58.50 27.95 19.15 27.50

5 Unloading c 58.50 58.50 27.95 19.15 27.50

6 An adhoc ext 11.65 11.65 12.80 18.60 15.80

inter state works

Transport and Delivery of 80/100 grade Bitumen and Emulsion from IOC, BPC, & HCL to Erode Dt. 20 Block Head Quarters

1 Chennai IOC & BPC to 20 Block Head qrs. Rs 2.80 / Km / Mt 2

3 Coimbatore IOC to 20 Block Head qrs. Rs 4.15 / Km / Mt 4

CONVEYANCE TABLEKM 0-10 KM 10-20 KM 20-40

KM I.C KM rate amt KM rate amt KM rate

I Buildings

1 Cement 12 0.00 10 4.40 ### 2 3.80 7.60 0 3.35

2 Rough stone 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

3 Bond stone 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

4 40mm iss m 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

5 20mm iss m 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

6 10-12mm me 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

7 6-10mm met 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

8 sand for mor 14 0.00 10 7.05 ### 4 6.05 24.20 0 5.35

9 sand for filli 14 0.00 10 7.05 ### 4 6.05 24.20 0 5.35

10 steel 12 0.00 10 4.40 ### 2 3.80 7.60 0 3.35

11 country bric 15 0.00 10 5.95 ### 5 5.10 25.50 0 4.50

Cement 1 M.T

Lime stone,

brick jelly, woodwork

(1Cum)

Rough stone, Metal, sand, gravel,surki, earth (1Cum)

12 brick jelly 15 0.00 10 4.85 ### 5 4.20 21.00 0 3.70

13 shell lime 10 0.00 10 4.85 ### 0 4.20 0.00 0 3.70

14 Lime stone 10 0.00 10 4.85 ### 0 4.20 0.00 0 3.70

15 pressed tiles 10 0.00 10 7.90 ### 0 6.85 0.00 0 4.60

16 CW planks 7 0.00 7 4.85 ### 0 4.20 0.00 0 3.70

17 CW scantling 7 0.00 7 4.85 ### 0 4.20 0.00 0 3.70

18 Gravel 20 0.00 10 7.05 ### 10 6.05 60.50 0 5.35

19 cutstone rou 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

20 25mm IRC m 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

21 11.2mm IRC 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

22 6mm IRC me 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

23 45mm IRC m 16 0.00 10 7.05 ### 6 6.05 36.30 0 5.35

Conveyance of Material by road in HILLY areas for the year 2009 - 10

Sl.No. Distance in Steel 1.00MT Country bricks

1 2 3 4 5 6 7

1 Co-efficient 1.00 1.00 1.10 1.60 1.35

2 Incidental c 0.00 0.00 0.00 0.00 0.00

3 Add for every extra 1 km & part there of

a 0 -10 Kms 8.80 8.80 9.70 14.10 11.90

b 10 - 20 Kms 7.60 7.60 8.40 12.10 10.20

c 20 - 40 Kms 6.70 6.70 7.40 10.70 9.00

d 40 - 80 Kms 5.60 5.60 6.20 9.00 7.60

e above 80 Km 5.10 5.10 5.60 8.10 6.80

Cement 1 M.T

Lime stone,

brick jelly, woodwork

(1Cum)

Rough stone, Metal, sand, gravel,surki, earth (1Cum)

Shell lime

10 10 7

0 0 0

M.Tiles & Pressed

Tiles

Wood

x x x Highways sh. rates

x x x Local Rates

Rates of works ( Contd..)

Quarrying and blasting

258.30

Wedging hard rock 516.60

Medium rock blasting 132.30

Drilling holes 50mm 116.50

Drilling holes 40 mm 83.80

Lift Gharges

Concrete ### 77.45

Brk/stone masny ### 51.65

Below GL

Concrete ### 76.85

Brk/stone masny ### 51.65

Earth work

Ordinary soil 20b 26.75

Gravelly soil SS 20 A 38.80

Gravelly soil SS 20 b 36.40

SDR 54.20

MR & DMR 95.50

EW addl. Lead 10mts 4.60

EW addl. Lift 1mts 3.70

Refilling ( Sand ) 11.30

Refilling ( Earth ) 12.80

Spreading gravel /sqm 4.14

Stacking metal 3.15

Stacking gravel 3.05

Stacking sand 3.05

Laying of RCC pipes

600 to 900mm dia 45.35

300 to 600mm dia 28.75

up to 300 mm dia 17.75

Labour wrought put up Door/W

Frames/cum ###

Shutters/sqm 502.00

Hard rock blasting & Stack

Gr. Floor

Addl. Floor

1.5m-

4.5m4.5m- 9.00m

/m3

/m3

/m3

Miscellaneous (Local Rates)

Rural sanitay pan 160.00

Indian water closet 750.00

Wash basin 550x400 mm 900.00

Paint lit 160.00

Wood primer paint 110.00

Red oxide paint 85.00

Cement paint 40.00

Plastic emulsion 190.00

Distember kg 65.00

White / Clr cement (kg) 18.00

AC Sheet sqm 120.00

Crude oil kg 15.00

Glass tiles 0.15x0.15 10.00

--do-- 0.30x0.20 24.00

Ceramic tiles 0.20x0.20 14.00

--do-- 0.305x0.305 35.00

--do-- 0.400x0.400 64.00

Hollow block 16"x4"x8" 10.00

Hollow block 16"x6"x8" 14.00

Hollow block 16"x8" ### 17.00

Water proofing compound 30.00

Steel Doors & Ventilators

Two leaf 'W' 0.90x1.20m ###

Steel Gate 1.20x1.80 ###

Single leaf 'D' 0.90x2.00m ###

Two leaf 'D' 1.10x2.00m 953.00

Two leaf 'W' 0.90x1.20m ###

Zinc door 0.75x1.80m 648.00

Ventilator 0.90x0.45m ###

TV Shutter 0.90x0.75 ###

PD shop count 0.45x0.60 ###

8 9

1.80 2.25

0.00 0.00

7.90 9.90

6.85 8.35

6.05 7.55

5.05 6.30

4.55 5.70

27.50 27.50

27.50 27.50

20.95 26.15

Transport and Delivery of 80/100 grade Bitumen and Emulsion from IOC, BPC, & HCL to Erode Dt. 20 Block Head Quarters

HCL to Erode dt 20 blocks 3.00

CBE / BPC to 20 blocks 4.10

KM 20-40 KM 40-80 KM above 80

amt KM rate amt KM

0.00 0 2.80 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 2.80 0.00 0

0.00 0 3.80 0.00 0

M.Tiles(1000), pressed tiles(2000)

Brick I & II class,

Chamber bricks

0.00 0 3.10 0.00 0

0.00 0 3.10 0.00 0

0.00 0 3.10 0.00 0

0.00 0 5.05 0.00 0

0.00 0 3.10 0.00 0

0.00 0 3.10 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

0.00 0 4.50 0.00 0

Conveyance of Material by road in HILLY areas for the year 2009 - 10

8 9

1.80 2.25

0.00 0.00

15.80 19.80

13.70 16.70

12.10 15.10

10.10 12.60

9.10 11.40

M.Tiles(1000), pressed tiles(2000)

Brick I & II class,

Chamber bricks

20

13 46

Gravel

2011-12

`

/Sqm

/Sqm

/Sqm

/Sqm

/Sqm

/Sqm

/Sqm

/Sqm

/Sqm

2011-12

/ Km / Mt

/ Km / Mt

KM above 80

rate amt TOTAL L &UL

2.55 0.00 51.60 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 94.70 0.00

4.05 0.00 94.70 0.00

2.55 0.00 51.60 0.00

3.40 0.00 85.00 0.00

2.80 0.00 69.50 0.00

2.80 0.00 48.50 0.00

2.80 0.00 48.50 0.00

4.55 0.00 79.00 0.00

2.80 0.00 33.95 0.00

2.80 0.00 33.95 0.00

4.05 0.00 131.00 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

4.05 0.00 106.80 0.00

2011-12

Name of work :


DATA SHEET

1

Rs 38.80 /Cu.m

Add 20% Extra for Labour in hilly areas 0.00

38.80 /Cu.m

2

1.00 Cost of Gravel Rs 202.70 /Cum 202.70

1.00 Labour Charges Rs 4.14 /Cum 4.14

Add 20% Extra for Labour in hilly areas 0.00 /Cum 0.00

206.84

Rate per CUM: 206.84

3

-for Km 0.00 0.20 -for Km 0.00 0.00DATA

1.00 cum 63-45mm IRC metal 573.83 /cum 573.83 0.00 0.00

0.24 cum gravel 202.70 /cum 48.65 0.00 0.00

10.00 sqm Hire and fuel charges 87.65 /10sqm 87.65 0.00 0.00

10.00 sqm Labour charges 165.83 /10sqm 165.83 0.00 0.00

Add 20% Extra for Labour in hilly areas 0.00 0.00

875.96 0.00

875.96 /0.75 0.00 /0.75

Rate per CUM: Rs 1167.95 Rs 0.00

3

-for Km 0.00 0.20 -for Km 0.00 0.00

DATA

1.00 cum 53-22.40mm IRC metal 744.04 /cum 744.04 0.00 0.00

0.24 cum gravel 202.70 /cum 48.65 0.00 0.00

10.00 sqm Hire and fuel charges 87.65 /10sqm 87.65 0.00 0.00

10.00 sqm Labour charges 165.83 /10sqm 165.83 0.00 0.00


1046.17 0.00

1046.17 /0.75 0.00 /0.75

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

WBM Grade II Bottom layer using 63 - 45mm IRC graded metal

WBM Grade III Top layer using 53-22.40mm IRC graded metal

Rate per CUM: Rs 1394.89 Rs 0.00

4

-for Km 0.00 0.20 -for Km 0.00 0.00

0.004 Mt Emulsion bitumen 46252.66 /mt 185.01 0.00 0.00

10.00 sqm Labour charges 115.40 /10 sqm 115.40 0.00 0.00


L.S Hire charges for bitumen sprayer 12.00 0.00

312.41 0.00

Rate per sqm Rs 31.24 Rs 0.00

5

-for Km 0.00 0.20 -for Km 0.00 0.00

0.18 Cum 13.2mm IRC metal 985.80 /cum 177.44 0.00 0

0.09 Cum 11.2 mm IRC metal 699.80 /cum 62.98 0.00 0.00

0.09 Cum 6.7 mm IRC metal 542.80 /cum 48.85 0.00 0

24.40 Kgs Bitumen 80/100 50098.34 /Mt 1222.40 0.00 0.00

10.00 Sqm Hire & fuel charges for P. 166.57 /10sqm

398.64

0.00

0.0010.00 Sqm Hire & fuel charges for S 25.07 /10sqm 0.00

10.00 Sqm Labour charges for P.C 155.25 /10sqm 0.00

10.00 Sqm Labour charges for S.C 51.75 /10sqm 0.00


1910.31 0.00

Rate per sqm Rs 191.03 Rs 0.00

16

KM 0.00 0.20 0.00 0.00 0.00 0.00

Rate Per Amount Rate Amount Rate Amount

Proctor Density 2.05

Field Density 1.77

0.16

1.16 Cost of Gravel 202.70 235.13 0.00 0.00 0.00 0.00

1.00 Hire & Labour Charges 10.16 10.16 0.00 0.00 0.00 0.00

Add 20% Extra for Labour in hilly areas 2.03 0.00 0.00

247.32 0.00 0.00

Applying TACK COAT over WBM surface at 4Kg / 10 sq.m

PREMIX CARPET WITH SEAL COAT TYPE ' A '


Extra Gravel required

m3

m3

Rate for 1 m3 =

PAGE58

NAME OF WORK: Construction of

Estimate Amount : Rs:

COST OF MATERIALS AT SITE

Sl.No name of materials lead in KM cost conveyance total

1 Cement 12 4400.00 51.60 0.00 4451.60

2 sand for mortar 14 110.00 94.70 0.00 204.70

3 sand for filling 14 110.00 94.70 0.00 204.70

4 Rough stone 16 302.00 106.80 0.00 408.80

5 Bond stone 16 414.00 106.80 0.00 520.80

6 40mm iss metal 16 675.00 106.80 0.00 781.80

7 20mm iss metal 16 940.00 106.80 0.00 1046.80

8 10-12mm metal 16 756.00 106.80 0.00 862.80

9 steel 12 48000.00 51.60 0.00 48051.60

10 15 3625.00 85.00 0.00 3710.00

11 15 2855.00 85.00 0.00 2940.00

12 brick jelly 20 mm 15 500.00 69.50 0.00 569.50

13 shell lime 10 1075.00 48.50 0.00 1123.50

14 Lime stone 10 790.00 48.50 0.00 838.50

15 pressed tiles 10 11220.00 79.00 0.00 11299.00

16 Country wood scantlings 7 23800.00 33.95 0.00 23833.95

17 --do-- scantlings 7 26180.00 33.95 0.00 26213.95

18 6-10mm metal 16 538.00 106.80 0.00 644.80

19 25 mm metal 16 665.00 106.80 0.00 771.80

20 12 mm metal 16 608.00 106.80 0.00 714.80

21 6 mm metal 16 451.00 106.80 0.00 557.80

22 Rough stone for revetme 16 262.00 106.80 0.00 368.80

23 Cutstone roughly dresse 16 2970.00 106.80 0.00 3076.80

24 Gravel 20 111.00 131.00 0.00 242.00

SUB DATA

CEMENT MORTAR 1:1.5

0.960 MT Cost of cement 4451.60 /MT 4273.54

1.00 cum Cost of sand 204.70 /cum 204.70

4478.24

CEMENT MORTAR 1:2



3409.85

CEMENT MORTAR 1:3



2341.47

1.00 cum Mixing charges 37.70 /cum 37.70

2379.17

CEMENT MORTAR 1:4



1807.28

loadingunloadin

g

country bricks ( 23/4")


PAGE59


1844.98

CEMENT MORTAR 1:5



1486.76


1524.46

CEMENT MORTAR 1:6



1273.08


1310.78

LIME MORTAR 1:2

0.5 cum Lime 4451.60 /cum 2225.80


1.00 cum Grinding mortor 37.70 /cum 37.70

2468.20

DATA

Earth work excavation and depositing on bank with in initial lead of 10 m

and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,

earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Rate / cum 36.40

Add 100% extra for narrow foundati 36.40

72.80 /cum

PAGE60

Qty Items Rate Per Amount

conveyance of all materials to site and all labour charges for mixing,

laying and curing etc complete for 10 cum.

9.00 cum Cost of 40mm ISS metal 781.80 /cum 7036.20

4.50 cum cement mortar 1:6 1273.08 /cum 5728.86

1.80 nos Mason II class 261.00 /each 469.80

17.70 nos Mazdoor I class 183.00 /each 3239.10

14.10 nos Mazdoor II class 165.00 /each 2326.50

0.54

18801.00

RATE @ RS 1880.10 /cum








19763.00





4.50 cum Cost of cement mortar 1:4 1807.28 /cum 8132.76




0.64

21205.00


Cement concrete 1:6:12 mix using 40mm ISS metal including cost and



PAGE61








0.78

23609.00



laying and curing etc complete for bed blocks for 10 cum

9.00 cum 20mm ISS metal 1046.80 /cum 9421.20

4.50 cum Cement mortar 1:2 3409.85 /cum 15344.33




0.07

30801.00

RATE @RS 3080.10 /cum








0.78

25994.00


pointing including cost and conveyance pf all materials to site and all

labour charges etc complete for 10 cum

10.00 cum Rough stone 408.80 /cum 4088.00

1.00 cum Bond stone 520.80 /cum 520.80


7.10 nos Mason I class 291.00 /each 2066.10




0.54

19532.00





Random rubble masonry in cement mortar 1:5 mix with simultaneous


PAGE62










0.77

20622.00


materials to site and all labour charges etc complete for 10 cum



4.00 cum clay 26.00 /cum 104.00





0.30

12187.00


of all materials and all labour charges etc complete for 10 cum

12.00 cum Rough stone ( incl. selected headers) 368.80 /cum 4425.60





0.00

9174.00


and conveyance of all materials to site and all labour charges etc complete -10 cum

4590 nos Country bricks 3710.00 /1000nos 17028.90






0.07

28634.00


and conveyance of all materials to site and all labour charges etc complete

Random rubble masonry in clay including cost and conveyance of all

Dry stone masonry for Retainingwall -10cum including cost and conveyance

Brick work in cement mortar 1:5 mix using country bricks 83/4"x43/8"x23/4"

8 3/4" x 4 3/8" x 2 3/4"


PAGE63







0.71

28436.00


conveyance to the siteand all labour charges for filling

as per standard speecifications

1.00 cum sand for filling 204.70 /cum 204.70

1.00 cum Labour charges for filling 11.30 /cum 11.30

216.00


1.00 cum Gravel for filling 242.00 /cum 242.00

1.00 cum Stacking charges 3.05 /cum 3.05


257.85


1.00 cum Wellgravel 98.00 /cum 98.00



113.85


Standard specification

RATE @RS 12.80 /cum

8 3/4" x 4 1/4" x 2 1/4"

Collection and supply of sand and filling in to the basement including cost and

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Refilling the basement with excavated earth other than sand complying the

PAGE64

surface in foundation and basement and in all floors for R C C column footing

column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild

steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country

wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and

supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre

complete complying with standard specifications and as directed by departmental

officers including conveyance of all materials to site and proper centering etc complete.

Sub Data I

Cost of MS sheets & angles for each set

Weight of MS sheet B.G 10 Gauge size 90x60cm x 3.175 mm

Weight of MS angle size 25 x 25 x 3 mm

3.6 x 1.1 Kg/m = 4.00 Kg

13.46 kgs Cost of MS sheet 48.00 /kg 646.08

4 kgs Cost of MS angle 48.00 /kg 192.00

L.S Cutting,bending,welding,etc 21.63

859.71

Sub Data 2

Cost of MS sheets and angles and CW joists and casurina props - 10 Sqm

19 Nos Cost of MS sheet and angle 859.71 /each 16334.49

Cost of strutting

0.12 cum silver oak 11880.00 /cum 1425.60

98.5 Rm Casurina props 10 to 13cm dia 19.20 /Rm 1891.20

3316.80

Rate per one operation for MS sheet & angle 16334.49 /40 408.36

Rate per one operation for strutting 3316.80 /5 663.36

Main data for one use for 10 Sqm

MS sheet rate per one operation 408.36 /each 408.36

props rate per one operation 663.36 /each 663.36

3.80 nos Carpenter I class 284.00 /each 1079.20


1 nos Fitter II class 200.00 /each 200.00

L.S wedges 10.00

L.S periodical cleaning and painting etc 1.28

3350.40

i] Rate for roof slab, lintel, beam 335.04 /Sqm

iii] Rate for column post

98.5 Nos Casurina props 10 -13 19.20 1891.20 /5 378.24

0.3 Nos Carpenter I class 284.00 /each 85.20

0.3 Nos Mazdoor I class 183.00 /each 54.90

518.34

3350.40 (-) 518.34 = 2832.06

RATE @RS 283.21 /Sqm

iv] Centering below Ground level

Supplying and erecting centering shuttering including necessary supports for plane

3.175 x 7850/1000 = 24.924 kg/m2

24.924 Kg/m2 x 0.54 m2 = 13.46 Kg.

PAGE65

50% of the above rate 335.04 /2 167.52


PAGE66

steel to site and all labour charges for straightening, cutting to length,

bending to shape and tying in position and forming grills for all R.C.C works

1.00 MT Cost of steel 48051.60 /mt 48051.60

0.01 mt Cost of binding wire 48.00 /mt 0.48

35.00 nos Fitter I class 253.00 /each 8855.00

56907.08

RATE @RS 56907.08 /MT

1445.85

including cost and conveyance of all materials to site and all

labour charges for mixing, laying, and curing etc complete for 10 cum

9.00 cum 20mm ISSmetal 1046.80 /cum 9421.20





35383.13


1445.85




4.50 cum sand 204.70 /cum 921.15

3231.00 Kg cement 4.45160 /kg 14383.12




35343.07





4.50 cum Cement mortar 1:1.5 4478.24 /cum 20152.08




40190.88





4.50 cum sand 204.70 /cum 921.15

4308.00 KG Cement 4451.60 /MT 19177.49


Supplying and fabrication of steel including cost and conveyance of

Reinforced cement concrete 1:2:4 mix using 20mm ISS metal


Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal


PAGE67



40137.44


cost and conveyance of all materials to site and all labour

charges etc complete for 10 Sqm





940.82

RATE @RS 94.08 /Sqm

Plastering with cement mortar 1:3 mix to 10 mm thick including

PAGE68







1783.12








1665.60








1595.08


cost and conveyance of all materials to site and all labour charges etc





926.18

RATE @RS 92.62 /Sqm






851.40

RATE @RS 85.14 /Sqm




Plastering with cement mortar 1:3 mix to 12mm thick including


PAGE69






806.52

RATE @RS 80.65 /Sqm


PAGE70

compound at 5% by wt of cement

0.21 cum cement mortar 1:3 mix 2379.17 /cum 499.63





5.00 kg Crude oil 15.00 / kg 75.00

1765.93


Damp proof course in cement mortor CM1:3 - 20mm thick with water proofing

PAGE71

compound at 2 % by wt of cement





1.00 kg water proofing compound 30.00 / kg 30.00

956.18

RATE @RS 95.62 /Sqm

ISS metal to 25mm thick including cost and conveyance of all materials to site

and all labour charges for mixing, laying, curing etc complete for 10 cum

9.00 cum 10-12mm ISS metal 862.80 /cum 7765.20





29144.93


25mm Tk 2914.49 x 0.025 = 72.86 /Sqm

materials to site and all labour charges etc complete

0.24 nos 6 to 10mm chips 644.80 /cum 154.75

0.117 mt Cost of cement 4451.60 /mt 520.84




1731.89


10.00 Sqm Plastering with CM 1:5 20mmthick 159.51 Sqm 1595.08

0.80 kg Red Oxide 20.00 kg 16.00

1.10 Nos Mason I class 291.00 cum 320.10

sundries

1931.18


1.70 cum Gravel 242.00 cum 411.40

1.10 No Mazdoor I Class 183.00 E 201.30

0.50 No Mazdoor II class 165.00 E 82.50

sundries

695.20


Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm

Ellispattern Ist sort -20mm thick including cost and conveyance of all

Flooring with red cement plaster polished surface and thread lined -10 Sqm

Flooring with gravel 100mm thick -10Sqm

PAGE72

RATE @RS 69.52 /Sqm

-10Sqm

450 Nos Glazed tiles 10.00 /each 4500.00


4.00 kg White cement 18.00 /kg 72.00





7341.79


including cost and conveyance of all materials to site and all labour charges etc

complete.



4.00 kg Colour cement 18.00 /kg 72.00





6849.79



250 Nos Ceromic tiles 14.00 /each 3500.00






5372.43


cost and conveyance of all materials to site and all labour charges etc complete

112 Nos Design colour Ceromic tile305x305x6 35.00 /each 3920.00

0.21 cum Cement mortar 1:3 mix 2379.17 /cum 499.63


1.00 no Mason II class 261.00 /each 261.00

1.00 no Mazdoor I class 183.00 /each 183.00

1.00 no Mazdoor II class 165.00 /each 165.00

0.50 no Stone cutter I class 224.00 /each 112.00

0.50 Kg Cotton waste 10.00 /Kg 5.00

Dadooing of walls with glazed tiles of size 15 cm x15cmx6mm laid in

CM 1:2, 10mm thick & pointing with white cement using 0.4kg/cm2

Dadooing of walls with colour glazed tiles of size 300x200x6 mm of best quality

Floor finishing with ceromic tiles of size 20cmx20cm including cost

Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm including

PAGE73

3.0 Kg Colour cement 18.00 /Kg 54.00

Sundries LS

5548.83



63 Nos Design colour Ceromic tile400x400x7 64.00 /each 4032.00









Sundries LS

5660.83


laidover in CM 1 : 2 20mm thick - 10 Sqm

10 Sqm Granite slab 20 mm thick 1800.00 /each 18000.00






Pointing with Colour cement





Sundries LS

20904.87






714.39

RATE @RS 71.44 /Sqm

thick and pointed with cement mortar 1:3 -10 Sqm

10.50 Sqm Cuddapah slabs (50mm thick) 311.00 Sqm 3265.50

0.12 cum cement mortar1:3 2379.17 cum 285.50

1.00 cum Cement Concrete 1:6:12 1880.10 cum 1880.10

10.00 Sqm Pointing with CM 1:3 71.44 cum 714.39

1.10 No Mason I class 291.00 cum 320.10


Supplying & fixing of Granite slab of 20mm thick with nosing, cutting and bedding

Pointing with cement mortor 1:3 cuddapah slab & paving stone to full depth - 10 Sqm

Flooring with cuddapah slabs 50mm thick over a bed of concrete 100mm

PAGE74

2.10 No Mason IIclass 261.00 /each 548.10

2.20 No Mazdoor I Class 183.00 /each 402.60

1.10 No Mazdoor II class 165.00 /each 181.50

sundries

7597.79


all materials to site and all labour charges etc comoplete for 100 Sqm

0.07 cum cost of shell lime 1123.50 /cum 78.65




1033.25

RATE @RS 10.33 /Sqm


1 Sqm rate for white washing 10.33

ADD 50% extra for colour pigments 5.17

15.50

RATE @Rs 15.50 /Sqm


1.34 Kg Distember 65.00 /Kg 87.10

0.50 No Painter I Class 196.00 /each 98.00


0.80 No Mazdoor II Class 165.00 /each 132.00

Ls Sundriries for brushes LS

408.60

RATE @RS 40.86 /Sqm

Priming coat for new iron with ready mixed primer of approved quality 10Sqm

1.33 kg Red Oxide 85.00 kg 113.05

0.70 No Painter-I class 196.00 /each 137.20

sundries including brushes, soaps.putty etc 0.75

251.00

RATE @RS 25.10 /Sqm

Priming coat on new wood work with ready mixed primer of approved quality-10 Sqm

1.44 kg Ready mixed primer 110.00 kg 158.40



296.00

RATE @Rs 29.60 /Sqm

including cost and conveyance of paint and all labour charges etc complete

2.22 Lit Cost of paint 160.00 /lit 355.20

White washing two coats using shell lime including cost and conveyance of

Colour washing two coats using approved colour pigments including cost

Distembering two coats with best approved distember including cost

Painting two coats over new iron works using ready mixed enamel paint

PAGE75

1.10 nos Painter I class 196.00 /each 215.60


571.00

RATE @Rs 57.10 /Sqm

Primer & Painting 82.20





644.00

RATE @Rs 64.40 /Sqm





518.00

RATE @Rs 51.80 /Sqm





591.00

RATE @Rs 59.10 /Sqm

including cost and conveyance of all materials to site and all labour






904.73

RATE @RS 90.47 /Sqm

and conveyance of all materialsand all labour charges etc complete for 10 Sqm





833.35

RATE @RS 83.34 /Sqm

Painting two coats over new wood works using ready mixed enamel paint

Painting two coats over old iron works using ready mixed enamel paint

Painting two coats over old wood works using ready mixed enamel paint

Pointing the RR Masonry with cement mortar 1:3 mix

Pointing with cement mortar 1:3 flush pointing for brickwork including cost

Pointing with cement mortar 1:3 to full depth of tiles using crudeoil 10% by

PAGE76

weight of cement including cost and conveyance of all materials to site

and all labour charges etc complete for 10 Sqm





942.37

RATE @RS 94.24 /cum

of 32:12.5 including cost and conveyance of all materials to site and all labour

charges for mixing , laying ,and finishing etc complete for 10 cum

12.80 cum Brick jelly 20mm 569.50 /cum 7289.60

5.00 cum slacked lime 838.50 /cum 4192.50




17517.50


pure slacked lime over R.C.C. roof slab in the proportion of 32:12.5 and

mortar 1:3 mix and pointed with the same oiled mortar including cost and

conveyance of all materials to site and all labour charges etc complete for 10 Sqm

0.00 cum Brick jelly lime concrete 1751.75 /cum 0.00

189 nos pressed tiles 11299.00 /1000 nos 2135.51


5.80 kg crude oil 15.00 /kg 87.00

10.00 Sqm pointing with cement mortar 1:3 94.24 /Sqm 942.37





4902.68



finshed with Cement mortor 1:4 -20mm thick plastering including cost and



5.80 kg crude oil 15.00 /kg 87.00





0.00

3154.00

Brick jelly lime concrete using 20mm brick jelly with slacked lime in the ratio

Weathering course with brick jelly lime concrete using 20mm brick jelly with

finshed with one course of pressed tiles of size 23x23x2cm with cement


PAGE77


of all materials to site and all labour charges etc complete

0.64 Country bricks 3710.00 /1000No 2374.40






7961.12


conveyance of all materials to site and all labour charges etc complete

4.59 Country bricks 3710.00 /1000nos 17028.90





23552.40








28820.60


conveyance and all labour charges etc complete - 10 cum.

11.60 cum Gravel 242.00 cum 2807.20



sundries 0.00

4684.00


conveyance and all labour charges etc complete


3.50 nos Wodders 189.00 /each 661.50



Honey comb brick work with class III country bricks including cost and conveyance

x1000Nos

Dry Brick work using country bricks 83/4"x41/4"x23/4" including cost and

x1000nos


x1000nos

Gravel backing for revetments including cost and

Rough stone dry packing for aprons and revetments including cost and

PAGE78

7829.60


3.50 No Wodders 189.00 /each 661.50



Ls Labour Charges for removing &

clearing the old stones Ls 0.00

3772.80


0.445 cum 25mm IRC metal 771.80 /cum 343.45

0.17 cum 12mm IRC chips 714.80 /cum 121.52


0.34 cum Sand 204.70 /cum 69.60

408.00 kg Cement 4.4516 /kg 1816.25



0.08 nos Mazdoor III class 165.00 /each 13.20



10.00 Sq.m Cost of curing LS 25.00

LS Premoulded expansion joints LS 25.00

LS Extra conveyance of water LS 10.00

LS Hire charges for T & P LS 10.00

LS Sundries LS

3222.19


Removing old revetment and repacking with old stones -1 cum

Wearing Coat with CC 1 : 1.5 : 3 mix using 65% of 25mm, 25% of 12mm, and10% of 6mm IRC metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete. - 75mm uniform thickness

PAGE79

NAME OF WORK: Construction of

Estimate Amount : Rs:

COST OF MATERIALS AT SITE

Sl.No Name of materialslead in KM

Cost TotalPlains Hills

1 Cement 12 10 4400.00 51.60 88.00 4539.60

2 sand for mortar 14 11 110.00 94.70 153.10 357.80

3 sand for filling 14 11 110.00 94.70 153.10 357.80

4 Rough stone 16 12 302.00 106.80 165.20 574.00

5 Bond stone 16 12 414.00 106.80 165.20 686.00

6 40mm iss metal 16 12 675.00 106.80 165.20 947.00

7 20mm iss metal 16 12 940.00 106.80 165.20 1212.00

8 10-12mm metal 16 12 756.00 106.80 165.20 1028.00

9 6-10mm metal 16 12 538.00 106.80 165.20 810.00

10 Rough stone for revet 16 12 262.00 106.80 165.20 534.00

11 Cutstone roughly dres 16 12 2970.00 106.80 165.20 3242.00

12 steel 12 10 33500.00 51.60 88.00 33639.60

13 15 0 3625.00 85.00 0.00 3710.00

14 15 0 2855.00 85.00 0.00 2940.00

15 brick jelly 20 mm 15 0 500.00 69.50 0.00 569.50

16 shell lime 15 0 0.00 69.50 0.00 69.50

17 Lime stone 15 0 0.00 69.50 0.00 69.50

18 pressed tiles 10 0 11220.00 48.50 0.00 11268.50

19 Country wood planks 10 0 30030.00 48.50 0.00 30078.50

20 --do-- scantlings 10 0 26180.00 48.50 0.00 26228.50

21 Gravel 20 13 111.00 131.00 177.30 419.30

7 25mm iss metal 16 12 665.00 106.80 165.20 937.00

SUB DATA

8 11.2mm metal 16 12 553.00 106.80 165.20 825.00

CEMENT MORTAR 1:1.5



4715.82

9 6mm metal 16 12 451.00 106.80 165.20 723.00

CEMENT MORTAR 1:2



3626.31

CEMENT MORTAR 1:3



2536.81


Add for 20% on labour 0.00 /cum 0.00

2536.81

Conveyanc ( Plains )

Conveyanc ( Hills )



PAGE80

CEMENT MORTAR 1:4



1992.06



1992.06

CEMENT MORTAR 1:5



1665.20



1665.20

CEMENT MORTAR 1:6



1447.30



1447.30

LIME MORTAR 1:2

0.5 cum Lime 4539.60 /cum 2269.80


1.00 cum Grinding mortor 0.00 /cum 0.00


2627.60

DATA

Earth work excavation and depositing on bank with in initial lead of 10 m

and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,

earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Rate / cum 36.40

Add 100% extra for narrow foundation 36.40

72.80

Add for 20% on labour 36.40

109.20 /cum








PAGE81



0.05

24089.00










0.50

25070.00










0.63

26541.00










0.25

28992.00







PAGE82








0.50

36280.00










0.25

31377.00












0.07

26697.00









Random rubble masonry in cement mortar 1:4mix with simultaneous

PAGE83






0.75

27809.00


materials to site and all labour charges etc complete for 10 cum



4.00 cum clay 26.00 /cum 104.00






0.32

15499.00


of all materials and all labour charges etc complete for 10 cum

12.00 cum Rough stone ( incl. selected headers) 534.00 /cum 6408.00






0.92

12107.00


and conveyance of all materials to site and all labour charges etc complete -10 cum








0.22

31491.00


Random rubble masonry in clay including cost and conveyance of all

Dry stone masonry for Retainingwall -10cum including cost and conveyance


8 3/4" x 4 3/8" x 2 3/4"

PAGE84









0.16

30129.00


conveyance to the siteand all labour charges for filling

as per standard speecifications

1.00 cum sand for filling 357.80 /cum 357.80



374.75


1.00 cum Gravel for filling 419.30 /cum 419.30




443.08


1.00 cum Wellgravel 98.00 /cum 98.00




121.78


Standard specification

RATE @RS 12.80 /cum


8 3/4" x 4 1/4" x 2 1/4"

Collection and supply of sand and filling in to the basement including cost and

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Refilling the basement with excavated earth other than sand complying the

PAGE85


19.20 /cum

surface in foundation and basement and in all floors for R C C column footing

column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild

steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country

wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and

supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre

complete complying with standard specifications and as directed by departmental

officers including conveyance of all materials to site and proper centering etc complete.

Sub Data I

Cost of MS sheets & angles for each set

Weight of MS sheet B.G 10 Gauge size 90x60cm x 3.175 mm

Weight of MS angle size 25 x 25 x 3 mm

3.6 x 1.1 Kg/m = 4.00 Kg

13.46 kgs Cost of MS sheet 48.00 /kg 646.08

4 kgs Cost of MS angle 48.00 /kg 192.00

L.S Cutting,bending,welding,etc 21.63

859.71

Sub Data 2

Cost of MS sheets and angles and CW joists and casurina props - 10 Sqm

19 Nos Cost of MS sheet and angle 859.71 /each 16334.49

Cost of strutting

0.12 cum silver oak 10340.00 /cum 1240.80

98.5 Rm Casurina props 10 to 13cm dia 19.20 /Rm 1891.20

3132.00

Rate per one operation for MS sheet & angle 16334.49 /40 408.36

Rate per one operation for strutting 3132.00 /5 626.40

Main data for one use for 10 Sqm

MS sheet rate per one operation 408.36 /each 408.36

props rate per one operation 626.40 /each 626.40



1 nos Fitter II class barbending/each #VALUE!

Add for 20% on labour #VALUE!

L.S wedges 10.00

L.S periodical cleaning and painting etc 10.94

#VALUE!

i] Rate for roof slab, lintel, beam #VALUE! /Sqm

Supplying and erecting centering shuttering including necessary supports for plane

3.175 x 7850/1000 = 24.924 kg/m2

24.924 Kg/m2 x 0.54 m2 = 13.46 Kg.

PAGE86

ii] Rate for sunshade #VALUE!

Add 10% above rate #VALUE!

RATE @RS #VALUE! /Sqm

iii] Rate for column post

98.5 Nos Casurina props 10 -13 19.20 1891.20 /5 378.24




588.39

#VALUE! -588.39 = #VALUE!


iv] Centering below Ground level

50% of the above rate #VALUE! /2 #VALUE!


steel to site and all labour charges for straightening, cutting to length,

bending to shape and tying in position and forming grills for all R.C.C works

1.00 MT Cost of steel 33639.60 /mt 33639.60

0.01 mt Cost of binding wire 48.00 /mt 0.48

35.00 nos Fitter I class 253.00 /each 8855.00


0.42

46923.00

RATE @RS 46923.00 /MT









0.20

43153.00


1445.85




4.50 cum sand 357.80 /cum 1610.10

Supplying and fabrication of steel including cost and conveyance of



PAGE87

### Kg cement 4.54 /kg 14667.45





0.05

43112.00





4.50 cum Cement mortar 1:1.5 4715.82 /cum 21221.19





0.41

48056.00





4.50 cum sand 357.80 /cum 1610.10

### KG Cement 4539.60 /MT 19556.60





0.90

48002.00









0.84

1098.00







PAGE88







0.26

2070.00









0.20

2328.00









0.11

2256.00








0.13

1067.00








PAGE89





0.46

1169.00








0.22

1123.00


compound at 5% by wt of cement







5.00 kg Crude oil 15.00 / kg 75.00

0.71

2038.00


compound at 2 % by wt of cement






1.00 kg water proofing compound 30.00 / kg 30.00

0.13

1097.00


ISS metal to 25mm thick including cost and conveyance of all materials to site

and all labour charges for mixing, laying, curing etc complete for 10 cum




Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm

PAGE90

9.00 cum 10-12mm ISS metal 1028.00 /cum 9252.00






0.12

32813.00


25mm Tk 3281.30 x 0.025 = 82.03 /Sqm

materials to site and all labour charges etc complete

0.24 nos 6 to 10mm chips 810.00 /cum 194.40

0.117 mt Cost of cement 4539.60 /mt 531.13





0.91

1994.00


10.00 Sqm Plastering with CM 1:5 20mmthick 225.60 Sqm 2256.00

0.80 kg Red Oxide 20.00 kg 16.00

1.10 Nos Mason I class 291.00 cum 320.10


sundries 0.88

2657.00


1.70 cum Gravel 419.30 cum 712.81

1.10 No Mazdoor I Class 183.00 E 201.30

0.50 No Mazdoor II class 165.00 E 82.50


sundries 0.63

1054.00


-10Sqm


Ellispattern Ist sort -20mm thick including cost and conveyance of all

Flooring with red cement plaster polished surface and thread lined -10 Sqm

Flooring with gravel 100mm thick -10Sqm

Dadooing of walls with glazed tiles of size 15 cm x15cmx6mm laid in

CM 1:2, 10mm thick & pointing with white cement using 0.4kg/cm2

PAGE91


4.00 kg White cement 18.00 /kg 72.00






0.81

7850.00


including cost and conveyance of all materials to site and all labour charges etc

complete.



4.00 kg Colour cement 18.00 /kg 72.00






0.81

7358.00



250 Nos Ceromic tiles 14.00 /each 3500.00







0.91

5681.00



112 Nos Design colour Ceromic tiles 305x305x6 35.00 /each 3920.00





Dadooing of walls with colour glazed tiles of size 300x200x6 mm of best quality

Floor finishing with ceromic tiles of size 20cmx20cm including cost


PAGE92






Sundries LS 0.03

5796.00



63 Nos Design colour Ceromic tiles 400x400x7 64.00 /each 4032.00










Sundries LS 0.03

5908.00


laidover in CM 1 : 2 20mm thick - 10 Sqm

10 Sqm Granite slab 20 mm thick 1800.00 /each 18000.00







Pointing with Colour cement






Sundries LS 0.31

21374.00





Supplying & fixing of Granite slab of 20mm thick with nosing, cutting and bedding

Pointing with cement mortor 1:3 cuddapah slab & paving stone to full depth - 10 Sqm

PAGE93




0.91

855.00

RATE @RS 85.50 /Sqm

thick and pointed with cement mortar 1:3 -10 Sqm

10.50 Sqm Cuddapah slabs (50mm thick) 311.00 Sqm 3265.50

0.12 cum cement mortar1:3 2536.81 cum 304.42

1.00 cum Cement Concrete 1:6:12 2408.90 cum 2408.90

10.00 Sqm Pointing with CM 1:3 85.50 cum 855.00

1.10 No Mason I class 291.00 cum 320.10





sundries 0.42

8577.00


all materials to site and all labour charges etc comoplete for 100 Sqm

0.07 cum cost of shell lime 69.50 /cum 4.87





9.61

1160.00

RATE @RS 11.60 /Sqm


1 Sqm rate for white washing 11.60

ADD 50% extra for colour pigments 5.80

17.40

RATE @Rs 17.40 /Sqm


1.34 Kg Distember 65.00 /Kg 87.10

0.50 No Painter I Class 196.00 /each 98.00


0.80 No Mazdoor II Class 165.00 /each 132.00


Flooring with cuddapah slabs 50mm thick over a bed of concrete 100mm

White washing two coats using shell lime including cost and conveyance of

Colour washing two coats using approved colour pigments including cost

Distembering two coats with best approved distember including cost

PAGE94

Ls Sundriries for brushes LS 0.10

473.00

RATE @RS 47.30 /Sqm

Priming coat for new iron with ready mixed primer of approved quality 10Sqm

1.33 kg Red Oxide 85.00 kg 113.05




278.00

RATE @RS 27.80 /Sqm

Priming coat on new wood work with ready mixed primer of approved quality-10 Sqm

1.44 kg Ready mixed primer 110.00 kg 158.40




324.00

RATE @Rs 32.40 /Sqm






614.00

RATE @Rs 61.40 /Sqm






691.00

RATE @Rs 69.10 /Sqm






562.00

RATE @Rs 56.20 /Sqm

Painting two coats over new iron works using ready mixed enamel paint

Painting two coats over new wood works using ready mixed enamel paint

Painting two coats over old iron works using ready mixed enamel paint

PAGE95






640.00

RATE @Rs 64.00 /Sqm

including cost and conveyance of all materials to site and all labour







0.97

1058.00


and conveyance of all materialsand all labour charges etc complete for 10 Sqm






0.07

981.00

RATE @RS 98.10 /Sqm

weight of cement including cost and conveyance of all materials to site

and all labour charges etc complete for 10 Sqm






0.89

1119.00


Painting two coats over old wood works using ready mixed enamel paint

Pointing the RR Masonry with cement mortar 1:3 mix

Pointing with cement mortar 1:3 flush pointing for brickwork including cost

Pointing with cement mortar 1:3 to full depth of tiles using crudeoil 10% by

Brick jelly lime concrete using 20mm brick jelly with slacked lime in the ratio

PAGE96

of 32:12.5 including cost and conveyance of all materials to site and all labour

charges for mixing , laying ,and finishing etc complete for 10 cum

12.80 cum Brick jelly 20mm 569.50 /cum 7289.60

5.00 cum slacked lime 69.50 /cum 347.50





0.42

14880.00



mortar 1:3 mix and pointed with the same oiled mortar including cost and



189 nos pressed tiles 11268.50 /1000 nos 2129.75


5.80 kg crude oil 15.00 /kg 87.00

10.00 Sqm pointing with cement mortar 1:3 111.90 /Sqm 1119.00






0.67

6574.00



finshed with Cement mortor 1:4 -20mm thick plastering including cost and



5.80 kg crude oil 15.00 /kg 87.00






0.71

3228.00



finshed with one course of pressed tiles of size 23x23x2cm with cement


Honey comb brick work with class III country bricks including cost and conveyance

PAGE97

of all materials to site and all labour charges etc complete

0.64 Country bricks 3710.00 /1000Nos 2374.40







0.27

8856.00









0.90

24858.00









0.70

30126.00


conveyance and all labour charges etc complete - 10 cum.

11.60 cum Gravel 419.30 cum 4863.88




sundries 0.96

7117.00


x1000Nos


x1000nos


x1000nos

Gravel backing for revetments including cost and

PAGE98

conveyance and all labour charges etc complete


3.50 nos Wodders 189.00 /each 661.50




0.64

10402.00


conveyance and all labour charges etc complete (Statistical Inspector 214)







0.40

13531.00


3.50 No Wodders 189.00 /each 661.50




Ls Labour Charges for removing &

clearing the old stones Ls 2.64

4530.00


of 0,40x0.10mx0.20m for 2.56 Cum

302 nos Hollow Block 10.00 each 3020.00

0.21 cum CM 1:5 1665.20 each 349.69

2.00 nos Mason ii class 261.00 each 522.00

1.00 nos mazdoor I class 183.00 each 183.00

1.00 nos mazdoor ii class 165.00 each 165.00


0.31

for 2.56 Cum 4414.00

= 4414.00 /2.56


Rough stone dry packing for aprons and revetments including cost and

Drystone masonry for retainingwall including cost and

Removing old revetment and repacking with old stones -1 cum

Precast Hollow Block Masonry with C.m.1:5 mix using hollow in size

PAGE99

of 0,40x0.20mx0.20m for 2.56 Cum

151 nos Hollow Block 17.00 each 2567.00

0.21 cum CM 1:5 1665.20 each 349.69

2.00 nos Mason ii class 261.00 each 522.00

1.00 nos mazdoor I class 183.00 each 183.00

1.00 nos mazdoor ii class 165.00 each 165.00


0.31

for 2.56 Cum 3961.00

= 3961.00 /2.56


and bitumen washer etc.complete. -10 Sqm

11.00 Sqm AC sheets 6mm thick 120.00 /Sqm 1320.00

2.20 Nos Fitter II class 235.00 /each 517.00




20.00 Nos Adj. J bolt 2.50 /each 50.00

20.00 Nos Bitumenwasher 0.50 /each 10.00

LS Sundries for white lead LS 2.00

3080.00


Best tiled roofing with Mangalore tiles, including CW reepers -10Sqm

160.00 Nos Mangalore tiles 7.55 /each 1207.20

36.00 m CW,reepers 50x25mm 26.40 /mtr 950.40

0.49 kg Reeper nails 50mm long 48.00 /kg 23.52

0.09 cum Lime mortar 2627.60 /cum 236.48

0.50 No Carpenter I class 284.00 /each 142.00





Sundries including wind-ties,screws,washers etc 8.24

3430.00


including CW reepers -10Sqm

160.00 Nos Mangalore tiles 7.55 /each 1207.20

250.00 Nos Ceiling tiles 20x20x2 cm 4.55 /each 1136.25

36.00 m CW,reepers 50x25mm 26.40 /mtr 950.40

Precast Hollow Block Masonry with C.m.1:5 mix using hollow in size

Roofing with AC corrugated sheet 6mm thick including cost of " J " bolts

Best tiled roofing with Mangalore tiles,over ceiling tiles of best quality

PAGE100

0.49 kg Reeper nails 50mm long 48.00 /kg 23.52

0.09 cum Lime mortar 2627.60 /cum 236.48

0.50 No Carpenter I class 284.00 /each 142.00


1.10 Nos Mazdoor I Class 183.00 /each 201.30

3.30 Nos Mazdoor II class 165.00 /each 544.50


Sundries including wind-ties,screws,washers etc 7.59

4940.00


Removing and adjusting mangalore roofing tiles ( Labour only )- 10 Sqm


0.50 Nos Mazdoor I Class 183.00 /each 91.50

0.30 Nos Mazdoor II class 165.00 /each 49.50


Sundries 0.48

294.00

RATE @RS 29.40 /Sqm

approved quality

1.00 no Indian type water closet 750.00 /1 no 750.00

0.60 m 100mm dia PVC pipe 125.00 /1m 75.00

0.45 Sand filling 357.80 /cum 161.01

0.11 Brick jelly concrete 1488.00 /cum 163.68

1.00 no Plumber I class 253.00 /each 253.00

0.25 no Plumber II class 235.00 /each 58.75

1.00 no Mason I class 291.00 /each 291.00



1.00 kg White Cement 18.00 /kg 18.00

0.006 mt Cement 4539.60 /mt 27.24

0.40 kg Spun yarn 6.00 /kg 2.40

0.77

2141.00

RATE @RS 2141.00 /each

1.00 No Cost of wash hand basin 900.00 /each 900.00

1.00 No Plumber I class 253.00 /each 253.00

0.10 No Plumber II class 235.00 /each 23.50

0.50 No Mason I class 291.00 /each 145.50



Supplying & Fixing in position of Indian type Water closet 580x440mm of

m3

m3

Supplying and Fixing inposition of best quality make White glazed wash

basin of size 550x 400mm - 1 No.

PAGE101

6.00 Set Tapering wooden plug with

38mm brass Surews 5.00 Set 30.00

10.00 g Shellac 8.00 100g 0.80

0.25 No Thread ball 1.50 /each 0.38

0.42

1636.00

RATE @RS 1636.00 /each

with necessary shoes, bends,& clamps etc.,

3.00 m 100 mm dia PVC pipe 125.00 /Rm 375.00

1.00 No 100 mm dia PVC shoe 30.00 /each 30.00

1.00 No 100 mm dia PVC Bend 30.00 /each 30.00

1.00 No 100 mm dia GI Clamp 9.00 /each 9.00

1.00 No Fitter I class 253.00 /each 253.00


L.S sundries for conveyance L.S 0.40

For 3 Rm = 748.00

RATE @RS 249.33 /Rm

Supplying and fixing P.V.C rainwater down fall pipe of 100mm dia

PAGE102

0.445 cum 25mm IRC metal 937.00 /cum 416.97



0.34 cum Sand 357.80 /cum 121.65

331.20 kg Cement 4.5396 /kg 1503.52



0.08 nos Mazdoor III class 101.00 /each 8.08



10.00 Sq.m Cost of curing LS 25.00

LS Premoulded expansion joints LS 25.00

LS Extra conveyance of water LS 10.00

LS Hire charges for T & P LS 10.00


LS Sundries LS 0.72

2818.00

RATE @R 281.80 /Sqm

Wearing Coat with CC 1 : 1.5 : 3 mix using 65% of 25mm, 25% of 12mm, and10% of 6mm IRC metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete. - 75mm uniform thickness

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Mazdoor class I =1/4 x 1.08 Nos 207.00 55.89

Rate / Sq.m 5.59

Soling with 150mm cube stones - 10Sq.m

(i)Labour charges

Mazdoor II for preparing 1/6 No 185.00 30.83

Mazdoor II for watering 1 No 185.00 185.00

Mazdoor I for packing 3 No 207.00 621.00

Mazdoor II for blinding gravel 1/6 No 185.00 30.83

867.66

Rate per 10Sq.m 53.30

(ii)Hire Charges

Taking out put = 600 Sq.m

Hire charges for power roller per day 720.00

Fuel charges/day 2.5 litres x 8 Hours x 44.00 880.00

1600.00

Total hire charges including fuel 1600.00 /600x10 = 26.67

Total hire charges and Labour charges (i)+(ii) Rate per Sq.m 79.97

(i) Hire charges for Machineries

Water sprinkler including fuel charges 1112.00

Fuel charges / day 3.25 litres R 44.00 / litre 8 lit 1144.00

2256.00

Daily out turn 1000 cum

Hire charges for per cum 2.26

(ii) Power roller 8-10 ton capacity

Hire charges for per day 720.00

Fuel charges / day 20 litres R 44.00 per litre 880.00

1600.00


Hire charges for per cum 3.76

Mazdoor class I 2 Nos. 207.00 414.00

Labour charges per Cum 4.14

Total hire charges and Labour charges per Cum (i)+(ii)+(iii) 10.16

Laying well gravel

Labour Charges for the area of 100 cum.

Spreading Gravel and consolidation with power roller rolling excluding cost of Gravel

(iii) Labour charges for spreading 100cum of gravel

Mazdoor I class 2 Nos. 207.00 414.00

Rate per Cu.m 4.14

Laying U.S. Gravel

Labour Charges for the area of 100 cum.

Mazdoor I class 2 Nos. 207.00 414.00

Rate per Cu.m 4.14

Labour charges for WBM patch work - 1 cum

Picking the metal surface 2" to 3" deep

In patches and cutting Maz I 1.08x1/6 207.00 37.26

Removal of picked up stuff and

collection of metal & gravel andMaz I 1.08x1/8 207.00 27.95

conveying the same to site


Levelling the materials in the patches and pot holes L.S 5.50

and tamping after blinding with water




conveying water etc,.

Rate per Cu.m 77.86

Forming embankment with earth work excavation from borrow pits and

compaction by power roller 100 % Compaction

(i) Hire charges and labour charges for earthwork compaction

Hire charges for Machinery

(i) Water sprinkler

Hire charges excluding fuel charges/day 1112.00

Fuel charges / day 3.25 litres 44.00 / litre 8 1144.00

Total hire charges / day 2256.00


Hire charges per cum 2.26

(ii) Power roller





Hire charges per cum 1600.00 /425 3.76

Total hire charges for Machiner (i)+(ii) 2.26 + 3.76 6.02

(iii) Labour charges for 100 cum

Mazdoor I class 2 Nos 207.00 414.00

Labour charges per cum 4.14

6.02 + 4.14 10.16

Forming embankment with earth work excavation from borrow pits and

compaction by power roller 97% Compaction

Hire charges and labour charges for earthwork compaction


(i) Water srinkler






(ii) Power roller






Total hire charges for Machinery (i)+(ii) 2.26 + 3.20 5.46

(iii) Labour charges for 100 cum


Labour charges per cum 4.14

5.46 + 4.14 9.60

Providing and laying Granular sub-base compaction 100mm thick

by power roller - Hire charges and labour charges for GSB -10 Sq.m

(i) Hire charges for Machinery

Water srinkler





Hire charges per 10Sq.m 2256.00 /1000 2.26

Power roller



Hire and Labour charges per M3 (i)+(ii)+(iii)

Hire and Labour charges / M3 (i)+(ii)+(iii)


Daily out turn 950 Sq.m of 100mm thick

Hire charges per 10 Sq.m 1600.00 /950x10 16.84

Total hire charges for Machinery/10 sqm 2.26 + 16.84 19.10

(ii) Labour charges (for mixing 950 Sq.m)


Mazdoor II class 24 Nos 185.00 4440.00

5682.00

Labour charges per 10 Sq.m 5682.00 /950x10 59.81

For spreading 100cum


Labour charges for spreading Per 1 Cum or 10 Sq.m 8.28

Total Labour charges for 10 Sq.m 59.81 + 8.28 68.09

Hire charges for Machinery and Labour charges

10 Sq.m of 100mm tk (i)+(ii) 19.10 + 68.09 87.19

Providing WBM Grade II & Grade III 75mm thick

Hire charges and labour charges for WBM Gr.II & III


Water srinkler


Fuel charges / day 3.50 litres 44.00 8 1232.00



Hire charges per 10Sq.m 2344.00 /450x10 52.09

Power roller





Hire charges per 10Sq.m 1600.00 /450x10 35.56

52.09 + 35.56 87.65

Labour charges (for spreading 10sq.m 75mm thick)

1.08x3/16 Nos Mazdoor I class 207.00 41.92

1.08x1/4 Nos Mazdoor II class 185.00 49.95

1.08x1/3 Nos Mazdoor III class 185.00 66.60

a) Forming edge bunds L.S. 1.46

b) Maintaining berms for traffic barricading, providing danger ligh L.S. 1.46

c) Watering and keeping the surface moist for 15days L.S. 1.46

d) Rent for tools including baskets, sherpining, pick axes L.S. 1.46

e) Sundries such as rope, waterpots L.S. 1.52

Labour charges per 10 Sq.m 165.83

Total hire charges for Machinery / 10M2

Hire charges for Machinery and Labour charges

10 Sq.m of 75mm tk (i)+(ii) 87.65 + 165.83 253.48

Applying Tack coat over WBM surface at 4Kg / 10 sq.m

Labour charges for 500 Sq.m

For preparing the surface

10 Nos Mazdoor I class 207.00 2070.00

16 Nos Mazdoor II class 185.00 2960.00

For preparing Tack coat


5770.00

(i) Labour charges per 10 Sq.m 5770.00 /500x10 115.40

(ii) Hire charges for Bitumen Sprayer per 10 sqm L.S. 12.00

Rate for Labour and Machinery per 1 Sq.m (i)+(ii)/10= 12.74

Applying Tack coat over WBM/BT surface at 3Kg / 10 sq.m

Labour charges for 500 Sq.m

For preparing the surface

5 Nos Mazdoor I class 207.00 1035.00

For preparing Tack coat


1960.00

(i) Labour charges per 10 Sq.m 1960.00 /500x10 39.20

(ii) Hire charges for Bitumen Sprayer L.S. 12.00

Rate for Labour and Machinery per 1 Sq.m (i)+(ii)/10= 5.12

Premix carpet with seal coat

Premix Carpet

(i) Mini Hot mix plant

Hire charges excluding fuel charges/Hour 1456.00 / 8 182.00

Fuel charges for running plant 15 lit / Hour 1.00 44.00 660.00

For heating the aggregate (oil) 45 lit / Hour 1.00 30.00 1350.00

Outturn/hour - 180sqm 2192.00

Hire charges for 10 Sq.m 2192.00 / 180x10 121.78

(ii) Power roller

Hire charges excluding fuel charges/day of 8Hour 720.00

Fuel charges -Diesel oil 2.5 lit / Hour 8.00 44.00 880.00

Daily out turn for PC = 500 Sq.m 1600.00

Hire charges for 10 Sq.m 1600.00 x10/500 32.00

(iii) Bitumen Boiler

176.00 30.00 926

Hire charges / hour 926.00 / 8 115.75

Out turn per Hour = 125Kg

Hire charges per kg of bitumen 115.75 / 125kg 0.876

Bitumen for PC per 10 sqm 14.60 Kg x 0.876 12.79

(i) Mini Hot mix plant 121.78 /10 sqm

(ii) Roller 32.00 /10 sqm

(iii) Bitumen Boiler 12.79 /10 sqm

166.57 /10 sqm 166.57

Labour charges per 10 sqm

0.75 No. Mazdoor I class 207.00 155.25

Hire and Labour charges Rate / 10 Sq.m 166.57 + 155.25 321.82

Seal coat - Type 'A'

Machinery

(i) Power roller Hire charges excluding fuel charges/day of 8Hour 720.00

Fuel charges -Diesel oil 2.5 lit / Hour 8.00 44.00 880.00

Power roller including fuel charges per day 1600.00

Daily out turn for seal coat = 1000 Sq.m

Hire charges for 10 Sq.m 1600.00 x10/1000 16.00

(ii) Bitumen Boiler

176.00 30.00 926

Hire charges / hour 926.00 / 8 115.75

Out turn per Hour = 125Kg

Hire charges per kg of bitumen 115.75 / 125kg 0.926

Bitumen for Seal coat Type A 9.80 Kg / 10 Sq.m 9.07

(i) Roller 16.00 /10 sqm

(ii) Bitumen Boiler 9.07 /10 sqm

25.07 /10 sqm 25.07

Labour charges

0.25 No Mazdoor I class 207.00 51.75

Seal coat Type'A'

Hire and Labour charges Rate / 10 Sq.m 25.07 + 51.75 76.82

Hire charges for bitumen boiler including fuel (Kerosene) / day + 25 lit x

Total Hire & fuel charges for PC 20mm thick -10 sqm (i)+(ii)+(iii)

Hire charges for bitumen boiler including fuel (Kerosene) / day + 25 lit x

Total Hire & fuel charges for Sealcoat type "A" -10 sqm (i)+(ii)

Picking the road surface 2" to 3" deep

In patches and cutting Mazd I 1.08 x 1/6 207.00 37.26

Removal of picked up stMazd I 1.08 x 1/8 207.00 27.95

Labour charges for Patch work with Bituminous Premix materials for 0.625 cum of Bituminous material.


Spreading the Bitumen for Tack coat L.S 3.54

Prmixing chips with Bitumen in the Drum mixer and laying of

L.S 17.68

Levelling and tamping the Premix in the patches and pot holes rolling etc., 6.06




102.81

102.81 / 0.625 164.50

Hire and Labour Charges Rate Unit

1 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 5.59 / Sq.m

2 Soling with 150mm cube stones - 10Sq.m 79.97 / Sq.m

3 10.16 /cum

4 Laying well gravel 4.14 / cum

5 Laying U.S. Gravel 4.14 / cum

6 Labour charges for WBM patch work 77.86 / cum

7a. Forming embankment with earth work 10.16 /cum

7b. Forming embankment with earth work 9.60 /cum

8 87.19 / 10 Sq.m

9 Providing WBM Grade II & Grade III 75mm thick 253.48

10 Applying Tack coat over WBM surface at 4Kg / 10 sq.m 12.74 / Sq.m.

11 Applying Tack coat over BT surface at 3Kg / 10 sq.m 5.12 / Sq.m.

12 Premix carpet with seal coat type A 398.64 / 10 Sq.m

12b Premix carpet with seal coat type B 428.90 / 10 Sq.m

13 Premix Carpet 321.82 / 10 Sq.m

14 Seal coat - Type 'A' 76.82 / 10 Sq.m

15 Applying Prime coat over Un primed WBM surface at 7Kg / 10 sq.m 13.85 / 10 Sq.m

16 Applying Tack coat over Primed WBM surface at 2.50 Kg / 10 sq.m 2.24 / 10 Sq.m

14b Seal coat - Type 'B' 107.08 / 10 Sq.m

15 Labour charges for Bituminous Premix Patch work 164.50 / cum

0.625 m3 of metal with 56 Kg of Bitumen

Labour charges for laying 0.625 m3 of Bituminous Material

Labour charges for laying 1.00 m3 of Bituminous material

Spreading Gravel and consolidation with power roller rolling excluding cost of Gravel

100 % Compaction

97 % Compaction

Providing and laying Granular sub-base compaction by power roller -100 mm thick

/ 10 Sq.m

Signature of the contractor

TENDER SCHEDULE

Name of work

0.00

Sl.No Qty Discription of Items UNITSRates

NO In figure In words

1 461.25

2 199.26

3 103.78

4 1383.75

CONSTRUCTION OF 30000 LITRE OHT AND PROVIDING BORE WELL,MOTOR AND PIPE LINE AT ANGOORPALAYAM

Estimate Amount

TNSS

Picking the existing metaled surface up to 50mm

depth including removing the stuff away from the

site etc.complete

Earthwork excavation from borrow pits for filling

in all classes of soils,sand silt or other soil wet

sand or silt not under water ,light black cotton

soil, sandy loam and ordinary soil except gravelly

soil hard red earth shales, murrams, gravel

stoney earth etc complete.






TNSS

#REF!

5 #REF! #REF!

6 #REF! #REF!

7 #REF! #REF!

8 #REF! #REF!

#REF!

9 #REF! #REF!

10 #REF! #REF!

#REF!

11 #REF! #REF!

12 #REF! #REF!

13 #REF! #REF!

14 #REF! #REF!

15 #REF!

#REF!

Providing and laying of US Gravel including all

incidental charges etc., complete




TNSS

#REF!

16 #REF!#REF!

17 #REF! #REF!

18 #REF! #REF!

19 #REF! #REF!

20 #REF! #REF!

21 #REF!

#REF!

22 #REF!

#REF!




TNSS

23 #REF!

#REF!

24 #REF!

#REF!

25 #REF!

#REF!

#REF!

26 #REF! #REF!

27 #REF! #REF!

28 #REF! #REF!

29 #REF! #REF!

30 #REF! #REF!

31 #REF! #REF!

32 #REF! #REF!

33 #REF! #REF!

34 #REF! #REF!




TNSS

35 #REF! #REF!

36 #REF!#REF!

#REF!

37 #REF! #REF!

38 #REF! #REF!

39 #REF! #REF!

40 #REF! #REF!

41 #REF! #REF!

42 #REF! #REF!

43 #REF!

#REF!

44 #REF! #REF!

#REF!

45 #REF! #REF!

#REF!

46 #REF!#REF!




TNSS

#REF!

47 #REF! #REF!

48 #REF! #REF!

49 #REF! #REF!

50 #REF!

#REF!

51 #REF!

#REF!

52 #REF! #REF!

53 #REF! #REF!

54 #REF! #REF!

55 #REF! #REF!

56 #REF! #REF!

57 #REF! #REF!

58 #REF! #REF!




TNSS

59 #REF!

#REF!

Rate of progress Singnature of contractor

100% of work should be comleted with in a month

COMPARATIVE STATEMENT

Scheme : SFC(D.P) 2012-13 Estimate Amount: Rs. 4.80 Lakhs

Qty Description of Items Estimate

Rate Amt Rate Amt Rate

1 461.25 5.59 2578.00 5.50 2536.88 6.00

2 199.26 38.80 7731.00 38.00 7571.88 40.00

3 103.78 1384.89 143724.00 1394.00 144669.32 1396.00

4 1383.75 31.24 43228.00 31.00 42896.25 32.00


Sl.No

Rate Quoted byThiru.C.Pauldass

Rate Quoted byTmt.Shanthy





Qty Description of Items Estimate Sl.No

Rate Quoted byThiru.C.Pauldass


5 1383.75 191.03 264338.00 191.00 264296.25 192.00

6 66.42 206.84 13738.00 206.00 13682.52 207.00

TOTAL 475337.00 475653.10

Thiru.C.Pauldass =

475337.00 - 475653.10-0.07

475337.00

Tmt.Shanthy = 475337.00 - 479323.72

-0.84

475337.00



The lowest tender received from the contractor Thiru.C.Pauldass was 0.07% less then the estimate rate. So , this rate may be recommended for approval.

COMPARATIVE STATEMENT

Scheme : SFC(D.P) 2012-13 Estimate Amount: Rs. 4.80 Lakhs

Amt

2767.50

7970.40

144876.88

44280.00



265680.00

13748.94

479323.72

Date post:	01-Feb-2016
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Kg.patty Bt Road 3.26lakhs

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