Thasildhar office Rapthadu 2015-16.xlsx

DETAILED - ESTIMATE

Estimate Cost : Rs. 50.00Lakhs

NAME OF WORK : Construction of Thahasildhar Office at Rapthadu(V) of Rapthadu(M) in Ananthapuramu (Dist)

SPECIFICATION REPORT

Estimate cost Rs. 38.50 Lkhs

Provisions:

A Foundations and Sub-Structure:1 Earth work excavation in all types of soils for open foundations

2 P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring.

3 P.C.C (1:4:8) prop: nominal mix for foundations for columns.

4

5 Random Rubble Stone masonry in CM(1:8) prop, for basement.

6 Filling with gravel in trenches, sides of foundations and for basement.

B Superstructure:

1

2 Providing HYSD bars Fe 415 for VRCC Items .

3

4

5

6

7

8

9

10

11

12

13

17 Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm.

Name of work: Construction of School building under R&R Centre to MPUPS In Various components at Chinnayakkaluru (V) of Peddapappur (M) in Ananthapuramu (Dist)

The Detailed Estimate for the work “Construction of School building under R&R Centre to MPUPS In Various components at Chinnayakkaluru (V) of Peddapappur (M) in Ananthapuramu (Dist)". was prepared vide Letter Rc. No. G2/8818/2009,Date 28/09/2015 of theDistrict joint Collector Ananthapuramu. with a unit cost of Rs.38.50 lakhs ,

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.

VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs.

RCC (1:2:4) prop. M20 grade design mix using 20 mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.

RCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan .

PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed gradedmetal for steps .

Brick masonry in CM(1:8) prop. using Fly Ash traditional bricks for Superstructure.

Reinforced Brick masonry 115mm thick in CM(1:4) prop. using Fly Ash traditional bricks for Partition walls.

Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls.

Ornamental Plastering to ceiling, 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4).

Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.

Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.

Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.

19

20 Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls .

21

22 Painting two coats with synthetic enamel paint 1st grade to new iron work.

23

AMENITIES:1)

2) Sub-Estimate is prepared for Internal Electrification as per the requirements based on approved plan.

DATAS & RATES:

SPECIFICATIONS:

Quarries:

Overhead Charges & Contractor’s Profit:

The estimate is submitted for according Administrative sanction.

Providing Green Chalk Board of size 3.00 x 1.2 mm including border with palstering in CM (1:2) 12 mm thick as base coat and 3 mm thick top coat with cement green oxide powder in (1:1) prop.

Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour For External Walls.

Supply and fixing of MS Door (Double shutter) and Windows by using alround frame of MS 'L' angle 35x35x5mm, for shutter by using 25x25x4mm covered by 18gauge MS sheet.

Sub-Estimate is prepared for Water supply and Sanitary Arrangements as per the requirements based on approved plan.

The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2015-2016. Cement and Steel rates are adopted as approved by the Committee of the Chief Engineers for July - 2015

The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions.

The nearest leads, quarries are adopted while preparing the Datas, and as per the location of the site No Area allowance on labour is proposed.

14% towards overhead charges and contractor’s profit put together has been proposed in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations.

Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Kadapa, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be provided at 5% of ECV.

Executive Engineer,APEWIDC, Ananthapuramu

Dy.Executive Engineer,APEWIDC, Ananthapuramu

Assistant Engineer,APEWIDC, Tadipatri

.

of 133

GENARAL ABSTRACT

S.no Description Amount

1 Construction of 2 Rooms and Eletrification 5369245

2 Provision for Compound Wall Sub - Estimate(200.00 Mtrs) #REF!

3 Provision for Toilets Sub - Estimate(2 Units) #REF!

4 Provision Kitchen Sub - Estimate #REF!

5 Water supply arrangements and Bore well #REF!

TOTAL #REF!

6 Add for VAT @ 5 % #REF!

7 Add for PS Charges @ 7 % #REF!

8 Add for Labour chess @ 1 % #REF!

9 Add for Q.C Charges @ 0.50 % #REF!

10 Unforseen Item #REF!

#REF!

Name of work : Construction of School building under R&R Centre to MPUPS In Various components at Chinnayakkaluru (V) of Peddapappur (M) in Ananthapuramu (Dist)

Executive Engineer,APEWIDC, ANANTAPURAMU

Dy.Executive Engineer,APEWIDC, ANANTAPURAMU

Assistant Engineer,APEWIDC, TADIPATRI

DETAILED ESTIMATE

Description of work NoMeasurement

Contents Rate Per AmountL B D

1 2 3 4.00 5.00 6.00 7.00 8 9 101

FT1 1 x 36 1.95 1.95 1.50 205.34

FT2 1 x 16 1.90 1.90 1.50 86.64

FT3 1 x 4 1.45 1.45 1.50 12.62

Al Round Building 1 x 1 80.60 0.60 0.60 29.02

Al Round Open Yard 1 x 1 33.00 0.60 0.60 11.88

Dedact Footings -1 x 22 1.95 0.60 0.60 -15.44

-do- -1 x 16 1.90 0.60 0.60 -10.94

-do- -1 x 4 1.75 0.60 0.60 -2.52

316.60317.00 289.50 1 Cum 91656

2

Earth Work QTY 317.00

Allowed 90% 285.30

285.30285.50 34.15 1 Cum 9743

3

FT1 1 x 36 1.95 1.95 0.10 13.69

FT2 1 x 16 1.90 1.90 0.10 5.78

FT3 1 x 4 1.45 1.45 0.10 0.84

20.3120.50 3727.75 1 Cum 75711

3



Dedact columns -1 x 22 0.23 0.38 0.10 -0.19

-do- -1 x 16 0.23 0.23 0.10 -0.08

Under plinth 1 x 2 22.30 0.45 0.10 2.01

-do- 1 x 8 4.75 0.45 0.10 1.71

Name of work : Construction of Thahasildhar Office at Rapthadu(V) of Rapthadu(M) in Ananthapuramu (Dist)

S. No

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges excluding dewatering charges etc., complete for Foundation of Building.

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

-do- 1 x 5 2.00 0.45 0.10 0.45

-do- 1 x 7 3.00 0.45 0.10 0.95

Flooring Bed 1 x 1 22.30 18.00 0.10 40.14

Deduct Open Yard -1 x 2 8.20 8.30 0.10 -13.61

Steps 1 x 1 3.25 1.43 0.10 0.46

38.6639.00 3524.45 1 Cum 136255

4

A FOOTINGS:FT1 1 x 36 1.80 1.80 0.45 52.49

FT2 1 x 16 1.75 1.75 0.38 18.62

FT3 1 x 4 1.30 1.30 0.30 2.03

73.1473.50 8427.00 1 Cum 616351

B PEDESTALS:FT1,FT2 1 x 36 0.45 0.60 0.60 5.83

FT3 1 x 20 0.45 0.45 0.60 2.43

8.268.50 8867.80 1 Cum 73248

C COLUMNS:Up to bottom of plinth beam

C1 1 x 36 0.23 0.38 1.50 4.72

C2 1 x 16 0.23 0.23 1.50 1.27

C3 1 x 4 0.30 0.30 1.50 0.54

Above plinth beam

C1 1 x 36 0.23 0.38 3.60 11.33

C2 1 x 16 0.23 0.23 3.60 3.05

C3 2 x 4 0.30 0.30 3.60 2.59

23.5023.50 10022.40 1 Cum 235526

D PLINTH BEAMS:

Long wall 1 x 4 22.30 0.23 0.30 6.15

short wall 1 x 8 4.75 0.23 0.45 3.93

-do- 1 x 5 2.00 0.23 0.30 0.69

-do- 1 x 7 3.00 0.23 0.45 2.17

Open Yard Ver Beam 1 x 4 8.20 0.23 0.30 2.26

Portico 1 x 2 4.20 0.23 0.30 0.58

1 x 1 10.50 0.23 0.30 0.72

16.5016.50 10577.75 1 Cum 174533

E BEAMS:

Long wall 1 x 4 22.30 0.23 0.30 6.15

short wall 1 x 8 4.75 0.23 0.45 3.93

-do- 1 x 5 2.00 0.23 0.30 0.69

-do- 1 x 7 3.00 0.23 0.45 2.17

Open Yard Ver Beam 1 x 4 8.20 0.23 0.30 2.26

Portico 1 x 2 4.20 0.23 0.45 0.87

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work

1 x 1 10.50 0.23 0.45 1.09

17.1617.50 8844.80 1 Cum 151777

F FOR ROOF SLAB 125 MM THICK:

Roof 1 x 1 22.30 18.00 - 401.40

Deduct Open Yard -1 x 1 8.20 8.30 - -68.06

Portico 1 x 1 10.50 4.20 - 44.10

377.44377.50 1068.90 1 Sqm 403446

G FOR WAIST SLAB 175 MM THICK:

Midlanding 1 x 1 3.00 1.50 - 4.50

1st Flight 1 x 1 3.40 1.50 - 5.10

2nd Flight 1 x 1 3.40 1.50 - 5.10

14.7015.00 1365.45 1 Sqm 20072

5



Dedact columns -1 x 22 0.23 0.38 1.20 -2.34

-do- -1 x 16 0.23 0.23 1.20 -1.02

For step 1 x 6 3.25 1.25 0.15 3.66

61.6462.00 2980.95 1 Cum 183746

6

In side building(Including Plinth) 1 x 1 22.00 17.70 1.50 584.10

Deduct Open Yard -1 x 1 8.20 8.30 1.50 -102.09

Dedact Columns -1 x 22 0.23 0.38 1.50 -2.92

-1 x 16 0.23 0.23 1.50 -1.27

477.82478.00 178.05 1 Cum 85076

7

A

Open Court Yard 1 x 2 8.20 0.60 - 9.84

Front 1 x 2 8.20 0.60 - 9.84

Out Side Over Windows 1 x 17 1.50 0.60 - 15.30

34.9835.00 731.65 1 Sqm 25608

B LINTELS

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges,hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

For SUNSHADE 0.60 M, 75 MM THICK @ FIXED END ,50 MM THICK @ FREE END @averag 50 mm thick

Over Door 1 x 12 1.80 0.23 0.15 0.75

Over Window 1 x 17 1.80 0.23 0.15 1.06

1.812.00 9796.70 1 Cum 17732

8

Long wall 1 x 4 22.30 0.23 2.80 57.44

short wall 1 x 4 18.00 0.23 2.80 46.37

-do- 1 x 5 4.75 0.23 2.80 15.30

-do- 1 x 5 3.00 0.23 2.80 9.66

Deduct Main Door -1 x 1 2.40 0.23 2.13 -1.18

Deduct door D -1 x 2 1.22 0.23 2.13 -1.20

Deduct door D1 -1 x 1 1.22 0.23 2.13 -0.60

Deduct door D2 -1 x 13 0.90 0.23 2.13 -5.73

Deduct Windows -1 x 17 1.22 0.23 1.22 -5.82

Deduct Ventilaters 1 x 6 1.22 0.23 0.3 0.51

Deduct Lintel Over Door -1 x 12 1.80 0.23 0.15 -0.75

Deduct Lintel Over Window -1 x 17 1.80 0.23 0.15 -1.06

112.94113.00 5800.70 1 Cum 655131

9

Roof 1 x 1 22.30 18.00 - 401.40

Deduct Open Yard -1 x 1 8.20 8.30 - -68.06

Portico 1 x 1 10.50 4.20 - 44.10

377.44377.50 390.50 1 Sqm 147390

10

Thasiladhar Room 1 x 1 4.75 4.75 - 22.56

Toilets 1 x 1 1.50 3.00 - 4.50

Beams 2 x 2 4.75 - 0.45 8.55

Conference Hall 1 x 1 4.75 9.20 - 43.70

Beams 2 x 3 4.75 - 0.45 12.83

Mialanding 1 x 1 3.00 1.50 - 4.50

1st Flight 1 x 1 3.40 1.50 - 5.10

2nd Flight 1 x 4 3.40 1.50 - 20.40

VRO's and RI's Rooms 1 x 4 2.90 3.00 - 34.80

Entrance 1 x 1 3.50 1.50 - 5.25

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site,sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Portico 1 x 1 10.50 4.20 - 44.10

Beams 4 x 2 4.20 - 0.45 15.12

Office Room 1 x 1 4.75 7.07 - 33.58

Toilets 1 x 2 2.30 4.75 - 21.85

Beams 1 x 2 4.75 - 0.45 4.28

1 x 3 3.30 4.75 - 47.03

Sunshades 1 x 2 8.20 0.60 - 9.84

1 x 2 8.20 0.60 - 9.84

1 x 17 1.50 0.60 - 15.30

Ver 1 x 2 8.30 2.00 - 33.20

1 x 2 8.20 2.00 - 32.80

429.13429.50 360.51 1 Sqm 154706

11

Thasiladhar Room 1 x 4 4.75 - 3.25 61.75

Toilets 1 x 2 1.50 - 1.80 5.40

-do- 1 x 2 3.00 - 1.80 10.80

Conference Hall 1 x 2 4.75 - 3.25 30.88

-do- 1 x 2 9.20 - 3.25 59.80

Stair Case 1 x 2 4.75 - 3.40 32.30

-do- 1 x 1 3.00 - 3.40 10.20

VRO's and RI's Rooms 2 x 4 2.90 - 3.25 75.40

-do- 2 x 4 3.00 - 3.25 78.00

Entrance 1 x 2 3.50 - 3.25 22.75

-do- 1 x 2 3.00 - 3.25 19.50

Office Room 1 x 2 4.75 - 3.25 30.88

-do- 1 x 2 7.07 - 3.25 45.96

Toilets 2 x 2 2.30 - 1.80 16.56

-do- 2 x 2 4.75 - 1.80 34.20

2 x 3 3.30 - 3.25 64.35

-do- 2 x 3 4.75 - 3.25 92.63

Out Side 1 x 2 22.30 - 3.40 151.64

1 x 2 18.00 - 3.40 122.40

Deduct Main Door -2 x 1 2.40 - 2.13 -10.22

Deduct door D -2 x 2 1.22 - 2.13 -10.39

Deduct door D1 -2 x 1 1.22 - 2.13 -5.20

Deduct door D2 -2 x 13 0.90 - 2.13 -49.84

Deduct Windows -2 x 17 1.22 - 1.22 -50.61

Deduct Ventilaters -2 x 6 1.22 - 0.3 -4.39

834.75835.00 347.15 1 Sqm 289783

Computer,Dy Thasildhar and Record Room

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)


11

Main Door 1 x 1 - - - 1.00

1.00 19166.55 1 Nos 19167

12

D,D1 Doors 1 x 3 - - - 3.00

3.00 11868.00 1 Nos 35604

13

D2 Doors 1 x 13 - - - 13.00

13.00 9631.25 1 Nos 125206

14

Windows 1 x 17 1.22 - 1.22 25.34

25.34 8192.05 1 Sqm 207587

15

Ventilaters 1 x 6 1.22 - 0.30 2.20

2.20 5400.20 1 Sqm 11880

Supply and Fixing of Door with Double leaf shutter, Door Size 2.4x2.13 mtrs with MediumTeak wood Frame of sections size 125mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 250mm long 2 Nos, Aluminium Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Medium teak wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 300mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.

Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Medium Teak Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 300mm long 2 Nos, Aluminium Handels 150mm long 1 No, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 3 Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.

Providing & Fixing of Openable Windows with Fly-mesh made of pre-painted steel (Base Steel as per IS 513 of 0.6mm thick galvanized as per IS 277 with zinc of 150 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and the section for outer frame of 72 x 55mm, centre mullion of 72 x 50mm, section for fixed glass beading section of 12 x 12 mm and section for shutters of 47 x 20 mm and outer frame & mullion sections with rebate for glazed shutters, fly mesh and a 20 mm provision for guard bars/grills and fly mesh shutter section of 20 x 40 mm and the sections cut to length metre joined with corner bracket, centre mullions fixed with mullion cap, stay, handles, latch 2 Nos of heavy duty stainless steel pivot hinges per shutter and panelled with 5mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade), fitted using rubber gaskets.

Supply and fixing of Fixed Louvered Ventilators with sections made of pre - painted steel (base steel as per IS 513 of 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer with total coated thickness of 0.6mm. Section for louvered ventilator frame should be of 33x57mm. All the above closed and seamed sections should be made out of single sheet and with stitch at a single place as per enclosed drawings; The ventilators should be paneled with 4 mm pinhead glass with Ethyl propylene Diamine monomer Gasket (EPDM). The sections are to be cut to length mitre joined with corner bracket. Gaskets are to be made of Ethyl propylene Diamine monomer(EPDM). Corner brackets made of CRCA with Zinc Phosphate. The above frames should be fixed to the concrete /masonry wall by means of self expanding brackets & screws including 10 mm square guard bars with 6" pitch and all taxes complete for finished item of work.

15

Thasiladhar Room 1 x 1 4.75 4.75 - 22.56

Conference Hall 1 x 1 4.75 9.20 - 43.70

Mialanding 1 x 1 3.00 1.50 - 4.50

VRO's and RI's Rooms 1 x 4 2.90 3.00 - 34.80

Entrance 1 x 1 3.50 1.50 - 5.25

Portico 1 x 1 10.50 4.20 - 44.10

Office Room 1 x 1 4.75 7.07 - 33.58

1 x 3 3.30 4.75 - 47.03

Ver 1 x 2 8.30 2.00 - 33.20

1 x 2 8.20 2.00 - 32.80

301.52302.00 537.20 1 Sqm 161977

16

Thasiladhar Room 1 x 4 4.75 - 0.10 1.90

Conference Hall 1 x 4 4.75 - 0.10 1.90

Mialanding 1 x 4 3.00 - 0.10 1.20

VRO's and RI's Rooms 1 x 4 2.90 - 0.10 1.16

Entrance 1 x 2 3.50 - 0.10 0.70

Portico 1 x 2 10.50 - 0.10 2.10

Office Room 1 x 4 4.75 - 0.10 1.90

4 x 3 3.30 - 0.10 3.96

Ver 1 x 2 8.30 - 0.10 1.66

1 x 2 8.20 - 0.10 1.64

18.1218.50 582.45 1 Sqm 10775

17

COLUMN FOOTINGS 73.50 90.00 6615.00

COLUMNS 23.50 140.00 3290.00

PLINTH BEAM 16.50 120.00 1980.00

PEDASTAL 8.50 120.00 1020.00

BEAM 17.50 120.00 2100.00

SLAB 120MM THICK 45.30 90.00 4077.00

LINTEL 2.00 100.00 200.00

SUNSHADE 2.63 90.00 236.25

Flooring with 15 to 18 mm thick polished block Kadapa slabs set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)


Providing Skirting to internal walls to 12.5 Cm height with Polished black kadapa slabs of minimum 15 to 18 mm thick (0.457x0.457M) with length equal to flooring stones set over a base coat of CM (1:5), 12mm thick and jointed with neat cement paste to full depth (joints of stone should be flushed), including c/c of all m/ls like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental l/c such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)


Providing high yield strength deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of different diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

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19.518

19.600 61180.65 1 MT 119914118

Ornamental Plastering 429.50

Plastering 835.00429.50 32.15 1 Sqm 13808

19

Building

Out Side 1 x 2 22.30 - 3.40 151.64

1 x 2 18.00 - 3.40 122.40

Deduct Windows -1 x 17 1.22 - 1.22 -25.30

Deduct Ventilaters -1 x 6 1.22 - 0.3 -2.20

246.54247.00 148.50 1 Sqm 36611

TOTAL 5369245

Whiting to new walls and ceiling in two coats with Surya cem or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908)

Painting to New walls with two coats of Emalsatoin or equavalent quality of approved shade over base coat of cement primer grade I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete




LEAD CHART

NAME OF WORK: Construction of School building under R&R Centre to MPUPS In Various components at Chinnayakkaluru (V) of Peddapappur (M) in Ananthapuramu (Dist)

RATES AS PER COMMON SSR OF 2015-16 with cement and steel rates of July 2015

Description SSR Sl.No. Source of Material

Lead in KM

Total Unit perMR CT Total

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

1 Sand for Mortar M-005 Ullikallu 40.00 0.00 40.00 409.49 610.00 0.00 0.00 0.00 0.00 0.00 1019.49 Cum.

2 Sand for Plastering M-006 Ullikallu 40.00 0.00 40.00 409.49 677.00 0.00 0.00 0.00 0.00 0.00 1086.49 Cum.

3 Sand for filling& blindage M-004 Local 3.00 0.00 3.00 23.65 460.00 0.00 0.00 0.00 0.00 0.00 483.65 Cum.

4 Gravel M-008 Local 3.00 0.00 3.00 23.65 103.00 0.00 0.00 0.00 0.00 0.00 126.65 Cum.

5 M-148 K.R.Palli 10.00 0.00 10.00 100.09 252.00 0.00 0.00 0.00 0.00 0.00 352.09 Cum.

6 CSSR-A.14 K.R.Palli 10.00 0.00 10.00 100.09 288.00 0.00 0.00 0.00 0.00 0.00 388.09 Cum.

7 trough stones25 x25x45 to 60 cms CSSR-A.76 K.R.Palli 10.00 0.00 10.00 100.09 1040.00 0.00 0.00 0.00 0.00 0.00 1140.09 Cum.

8 40mm HBG Metal (IS383-1970) M-055 K.R.Palli 10.00 0.00 10.00 100.09 845.00 0.00 0.00 0.00 0.00 0.00 945.09 Cum.

9 20mm M/c chips (IS383-1970) M-053 K.R.Palli 10.00 0.00 10.00 100.09 1365.00 0.00 0.00 0.00 0.00 0.00 1465.09 Cum.

10 M-052 K.R.Palli 10.00 0.00 10.00 100.09 1097.00 0.00 0.00 0.00 0.00 0.00 1197.09 Cum.



13 2nd Class Bricks of size 23x11x7cm BMT-A.01 Ananthapuramu 6.00 0.00 6.00 90.63 5200.00 0.00 0.00 41.88 41.88 10.47 5384.86 1000 Nos

13 BMT-A.13 2.2925 Ananthapuramu 6.00 0.00 6.00 207.77 11000.00 0.00 0.00 96.01 96.01 24.00 11423.79 1000 Nos

Sl. No.

Avg. Thickness in mm

Convence Charges

including Stacking Charges

Initial Cost including Stacking Charges

Add Differenc

in Seignio-

rage Charges

1% towards storage

Loading charges

unloading

charges

Area allowence on loading

& unloading

charges @ 25 %

R.R. Stone(Granite, Dolamite &Trap variety)

C.R. Stone(Granite, Dolamite &Trap variety)

13.2/12.5 mm M/c chips (IS383-1970)

Fly Ash Bricks of size 290 x100 x140 mm with compressive strength of 50 Kg /sq.cm

Description SSR Sl.No. Source of Material

Lead in KM

Total Unit perMR CT Total

Sl. No.

Avg. Thickness in mm

Convence Charges

including Stacking Charges

Initial Cost including Stacking Charges

Add Differenc

in Seignio-

rage Charges

1% towards storage

Loading charges

unloading

charges

Area allowence on loading

& unloading

charges @ 25 %

14 BMT-A.10 5.1581 Ananthapuramu 6.00 0.00 6.00 467.48 24000.00 0.00 0.00 216.02 216.02 54.01 24953.53 1000 Nos

15 BMT-B.06 15 Tadipatri 66.00 0.00 66.00 14.25 137.90 0.00 0.00 0.46 0.23 0.06 152.89 1Sqm.



18 water Local 0.50 0.00 5.00 0.00 77.00 0.00 0.00 0.00 0.00 0.00 77.00 KL

19 Cement CSSR-A.05 At Site 0.00 0.00 0.00 0.00 5460.00 0.00 0.00 0.00 50.25 12.56 5522.81 M.T

20 M-126 At Site 0.00 0.00 0.00 0.00 45000.00 0.00 0.00 0.00 60.23 15.06 45075.29 M.T

21 CSSR-A.62 At Site 0.00 0.00 0.00 0.00 42000.00 0.00 0.00 0.00 60.23 15.06 42075.29 M.T

22 CSSR-A.68 At Site 0.00 0.00 0.00 0.00 45000.00 0.00 0.00 0.00 60.23 15.06 45075.29 M.T

23 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 0.00 44000.00 0.00 0.00 0.00 60.23 15.06 44075.29 M.T

CERTIFICATES:-

1 Certified that the above leads are true and correct to the best of my knowledge

2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal

3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing

4 Certified that the work site falls within 12 Kms belt of any Municipality/ Corporation.Hence extra on labour charges is allowed

Fly Ash Bricks of size 290 x225 x 140 mm with compressive strength of 50 Kg/sq .cm

Polished Black Kadapa Slabs of 15 mm thick

Rough Kadapa slabs of 40 mm thick (0.457 x 457M)

High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) black

Mild Steel Bars (Fe 250) for 6mm

High Yield Strength Deformed Bars (Fe 415) for 8mm to 40mm diaMild Steel, Structural steel, I,e, Angles, Channels & I-Sections




C-Data 15 of 133

STANDARD DATAS (SSR 2015-16)

Qty Rate Per AmountCEMENT MORTAR (1:2)MaterialCost of Sand 1.05 Cum 1019.49 1 Cum 1070.46Cost of Cement 720 Kgs 5522.81 1000 Kgs 3976.43Man PowerLight Mazdoor 0.20 Nos 400.00 1 Day 80.00

Rate per cu.m. 5126.89

CEMENT MORTAR (1:3)MaterialCost of Sand 1.05 Cum 1019.49 1 Cum 1070.46Cost of Cement 480 Kgs 5522.81 1000 Kgs 2650.95Man PowerLight Mazdoor 0.20 Nos 400.00 1 Day 80.00




CEMENT MORTAR (1:5)MaterialCost of Sand 1.05 Cum 1019.49 1 Cum 1070.46Cost of Cement 288 Kgs 5522.81 1000 Kgs 1590.57Man PowerLight Mazdoor 0.20 Nos 1 Day 0.00






20mm 0.6 Cum 1465.09 1 Cum 879.0512mm 0.15 Cum 1197.09 1 Cum 179.5610mm 0.15 Cum 1035.09 1 Cum 155.26

6mm 0.10 Cum 835.09 1 Cum 83.51Rate per 1 cu.m. Total 1297.39

Hire charges of machinerySL. No Description of machinery Units fuel charges total

Name of work :Construction of School building under R&R Centre to MPUPS In Various components at Chinnayakkaluru (V) of Peddapappur (M) in Ananthapuramu (Dist)

Cost andConvenyance of 20mm to 6mm HBG Graded Metal / (Trap Metal)

Hire charges crew charges

C-Data 16 of 133

1 concrete mixer300/200 (diesel) Hour 53.50 85.30 189.80 328.60

2 Batchingplant 0.5 cum Hour 114.60 114.10 293.80 522.50

3 needle vibrator 40 mm (petrol) Hour 8.00 7.60 136.60 152.20

4 0.00

Sl. No. Description Quantity Rate (Rs.) Per Unit1

Light Mazdoor 0.364 Nos 400.00 1 Day 145.601 cu.m. 109.200 1 cu.m. 109.20

add seigniorage charges 1 cum 0.00 1 cum 0.00Add 14% over heads 254.80 cu.m. 0.14 1 cu.m. 34.69

Rate per 1 cu.m. Total 289.50

a)

Light Mazdoor 0.364 Nos 400.00 1 Day 145.60Add 120 % for excavation of Pipe line 1 cu.m. 174.720 1 cu.m. 174.72add seigniorage charges 1 cum 0.00 1 cum 0.00Add 14% over heads 320.32 cu.m. 0.14 1 cu.m. 43.61


C)

Light Mazdoor 0.364 nos 400.00 1 nos 145.60add seigniorage charges 1 cum 0.00 1 cum 0.00

145.60Add 14% over heads 145.60 0.14 1 19.82


2

(BLKD-CSTN-2-2)Ordinary Soil - Mechanical Means up to 3m depthUnit : 1 cumTaking output : 240.00 cuma) LabourMazdoor ( Unskilled) 8.32 Nos. 400.00 1 No. 3328.00b) MachineryShovel 0.85 cum 110hp 6.00 hours 2791.00 1 Hour 16746.00Crew charges 6.00 hours 222.30 1 Hour 1333.80Add MA on crew charges 0.00 0.00 0.00

21407.80c&d) 89.20Overheads&Contractors Profit @14% 0.14 21407.80 2997.09Cost for 240 cum ( a+b+c+d) 24494.09

102.06Say 102.10

Amount (Rs.)Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils

like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Add 75% for excavation of foundation of building

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges excluding dewatering charges etc., complete for Pipe line where the depth is more than 1.5 times width.(APSS No. 308)

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308)

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

Rate per 1 cum (a+b+c+d) / 240

C-Data 17 of 133

3

Light Mazdoor 0.052 Nos 400.00 1 Nos 20.80Water 0.12 Kl 77.00 1 Kl 9.24

30.04Add 14% over heads 30.04 0.14 1 4.09


4

Cost of Gravel 1 cu.m. 126.65 1 cu.m. 126.65Light Mazdoor 0.052 Nos 400.00 1 Nos 20.80Water 0.12 Kl 77.00 1 Kl 9.24

156.69Add 14% over heads 156.69 cu.m. 0.14 1 cu.m. 21.33

Rate per Cu.m. Total 178.05

5

Cost of Sand 1 cu.m. 483.65 1 cu.m. 483.65Light Mazdoor 0.31 Nos 400.00 1 Nos 124.00Water 0.1 Kl 77.00 1 Kl 7.70



6

materialMetal 40mm 0.9 cu.m. 945.09 1 cu.m. 850.58Sand 0.45 cu.m. 1019.49 1 cu.m. 458.77Cement 129.6 Kgs. 5522.81 1000 Kgs. 715.76Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 328.60 1 Hour 328.60LA oncrew charges 25% 189.80 1 47.45Labour1st class mason 0.1 Nos. 525.00 1 Each 52.50Light Mazdoor 1.39 Nos. 400.00 1 Each 556.00

Add 14% over heads 3102.06 cu.m. 0.14 1 cu.m. 422.35Rate per Cu.m. Total 3524.45

7

material

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges,hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

C-Data 18 of 133

Metal 40mm 0.9 cu.m. 945.09 1 cu.m. 850.58Sand 0.45 cu.m. 1019.49 1 cu.m. 458.77Cement 162 Kgs. 5522.81 1000 Kgs. 894.70Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 328.60 1 Hour 328.60LA oncrew charges 25% 189.80 1 47.45Labour1st class mason 0.1 cu.m. 525.00 1 cu.m. 52.50Light Mazdoor 1.39 Nos. 400.00 1 Each 556.00Add 14% over heads 3281.00 cu.m. 0.14 1 cu.m. 446.71


8

materalGraded Metal 20mm to 6mm 0.9 cu.m. 1297.39 1 cu.m. 1167.65Sand 0.45 cu.m. 1019.49 1 cu.m. 458.77Cement 129.6 Kgs. 5522.81 1000 Kgs. 715.76Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 328.60 1 Hour 328.60LA oncrew charges 25% 189.80 1 47.45Labour1st class mason 0.1 cu.m. 525.00 1 cu.m. 52.50Light Mazdoor 1.39 Nos. 400.00 1 Each 556.00

Total 3419.13Rate for other Floors GF FF SF TF FFBasic Rate of P.C.C(1:5:10) per Cum. 3419.13 3419.13 3419.13 3419.13 3419.13Hire charges on centering material 229.00 229.00 229.00 229.00 229.00Labour charges for centering 1338.00 1471.80 1605.60 1739.40 1873.20La on centering labour charges 25% 334.50 367.95 401.40 434.85 468.30Lift Charges per Cum. 0.00 60.85 121.70 182.55 243.40

5320.63 5548.73 5776.83 6004.93 6233.03Add 14% over heads 0.14 724.40 755.46 786.52 817.57 848.63

Rate per cu.m. Total 6045.05 6304.20 6563.35 6822.50 7081.70

9

MaterialGraded Metal 20 to 6 mm 0.9 cu.m. 1297.39 1 cu.m. 1167.65Sand 0.45 cu.m. 1019.49 1 cu.m. 458.77Cement 220 Kgs. 5522.81 1000 Kgs. 1215.02Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 328.60 1 Hour 328.60LA oncrew charges 25% 189.80 1 47.45Labour1st class mason 0.1 cu.m. 525.00 1 Each 52.50Light Mazdoor 1.39 Nos. 400.00 1 Each 556.00

Basic rate per Cum. Total 3918.39Rate for other Floors GF FF SF TF FF

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for Dummy Columns. (APSS No. 402)

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

C-Data 19 of 133

Basic Rate of P.C.C(1:3:6) per Cum. 3918.39 3918.39 3918.39 3918.39 3918.39Hire charges on centering material 61.00 61.00 61.00 61.00 61.00Labour charges for centering 244.00 268.40 292.80 317.20 341.60La on centering labour charges 25% 61.00 67.10 73.20 79.30 85.40Lift Charges per Cum. 0.00 60.85 121.70 182.55 243.40

4284.39 4375.74 4467.09 4558.44 4649.79Add 14% over heads 0.14 583.32 595.76 608.19 620.63 633.07


10

MaterialGraded Metal 20mm to 6mm 0.9 cu.m. 1297.39 1 cu.m. 1167.65Sand 0.45 cu.m. 1019.49 1 cu.m. 458.77Cement 331.2 Kgs. 5522.81 1000 Kgs. 1829.16Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 328.60 1 Hour 328.60LA oncrew charges 25% 189.80 1 47.45Labour1st class mason 0.1 cu.m. 525.00 1 cu.m. 52.50men &women Mazdoor 1.39 Nos. 400.00 1 Each 556.00

Basic rate per Cum. Total 4532.53Rate for other Floors GF FF SF TF FFBasic Rate of P.C.C(1:2:4) per Cum. 4532.53 4532.53 4532.53 4532.53 4532.53Hire charges on centering material 277.00 277.00 277.00 277.00 277.00Labour charges for centering 473.00 520.30 567.60 614.90 662.20La on centering labour charges 25% 118.25 130.08 141.90 153.73 165.55Lift Charges per Cum. 0.00 60.85 121.70 182.55 243.40

5400.78 5520.76 5640.73 5760.71 5880.68Add 14% over heads 0.14 735.32 751.65 767.98 784.32 800.65


11

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 522.50 1 Hour 696.49needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 573.72 1 143.43Labour1st class Masons 0.1 Nos. 525.00 1 Each 52.50Man and Mazdoor 1.39 Nos. 400.00 1 Each 556.00

Basic rate per Cum. 5122.40Rate for other Floors GF FF SF TF FFBasic Rate of P.C.C(1:1.5:3) per Cum. 5122.40 5122.40 5122.40 5122.40 5122.40Hire charges on centering material 61.00 61.00 61.00 61.00 61.00Labour charges for centering 244.00 268.40 292.80 317.20 341.60La on centering labour charges 25% 61.00 67.10 73.20 79.30 85.40Lift Charges per Cum. 0.00 60.85 121.70 182.55 243.40

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

C-Data 20 of 133

5488.40 5579.75 5671.10 5762.45 5853.80Add 14% over heads 0.14 747.25 759.68 772.12 784.56 796.99


12

cost of cement 59.4 Kgs 5522.81 1000 Kgs 328.06RR Stone 0.5 Cum 352.09 1 Cum 176.05C R 0.44 Cum 388.09 1 Cum 170.76Through stones 25 x 25x 45 to 60 cms 0.16 Cum 1140.09 1 Cum 182.41Sand 0.33 cu.m. 1019.49 1 cu.m. 336.431st Class Mason 1.2 Nos 525.00 1 Each 630.00Light Mazdoor 2.0 Nos 400.00 1 Each 800.00



13

cost of cement 76.8 Kgs 5522.81 1000 Kgs 424.15CR Stone 0.94 Cum 388.09 1 Cum 364.80Through stones 25 x 25x 45 to 60 cms 0.16 Cum 1140.09 1 Cum 182.41Sand 0.32 cu.m. 1019.49 1 cu.m. 326.241st Class Mason 1.5 Nos 525.00 1 Each 787.50Light Mazdoor 2.32 Nos 400.00 1 Each 928.00



14

cost of cement 1.44 Kgs 5522.81 1000 Kgs 7.95Sand 0.003 cu.m. 1019.49 1 cu.m. 3.061st Class Mason 0.05 Nos. 525.00 1 Each 26.25Man mazdoor 0.074 Nos. 400.00 1 Each 29.60


Rate per 1 Sqmt. Or say 76.00

15

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98

Water 1.2 KL 77.00 1 KL 92.40

Machinery

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Coursed Rubble stone masonry 2nd sort, in CM (1:6) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 612)

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)

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Batchingplant 0.5 cum 1.333 Hour 522.50 1 Hour 696.49needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 573.72 1 143.43Manpower1st Class Mason 0.133 Nos. 525.00 1 Each 69.832nd Class Mason 0.267 Nos. 468.75 1 Each 125.16Man Mazdoor 4.6 Nos. 400.00 1 Each 1840.00

Basic rate per Cum. Total 6548.88

a) VRCC M20 grade design mix for footingsBasic Rate per Cum. 1 cu.m. 6548.88 1 cu.m. 6548.88Centering Charges per Cum. 1 cu.m. 750.00 1 cu.m. 750.00Add La charges on labour on centering 25% 473.00 118.25Add 14% over heads 7417.13 cu.m. 0.14 1 cu.m. 1009.84


b) VRCC M20 design mix for plinth beamsBasic Rate per Cum. 1 cu.m. 6548.88 1 cu.m. 6548.88Centering Charges per Cum. 1 cu.m. 2476.00 1 cu.m. 2476.00Add La charges on labour on centering 25% 1141.00 285.25Add 14% over heads 9310.13 cu.m. 0.14 1 cu.m. 1267.57


c) VRCC M20 for pedestalsBasic Rate per Cum. 1 cu.m. 6548.88 1 cu.m. 6548.88Centering Charges per Cum. 1 cu.m. 1068.00 1 cu.m. 1068.00Add La charges on labour on centering 25% 753.00 188.25Add 14% over heads 7805.13 cu.m. 0.14 1 cu.m. 1062.67


16

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 522.50 1 Hour 696.49needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 573.72 1 143.43Manpower1st Class Mason 0.167 Nos. 525.00 1 Each 87.682nd Class Mason 0.167 Nos. 468.75 1 Each 78.28Man Mazdoor 5.6 Nos. 400.00 1 Each 2240.00


a) For columns / RCC walls and Water tanksRate for other Floors GF FF SF TF FFRate as worked out above per Cum. 6919.85 6919.85 6919.85 6919.85 6919.85Hire charges on centering material 229.00 229.00 229.00 229.00 229.00Labour charges for centering 1338.00 1471.80 1605.60 1739.40 1873.20La on centering labour charges 25% 334.50 367.95 401.40 434.85 468.30Lift charges @ 10% extra on each floor 240.60 481.19 721.79 962.38

8821.35 9229.20 9637.04 10044.89 10452.73Add 14% over heads 0.14 1201.03 1256.56 1312.08 1367.61 1423.14

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building

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b) For LintelsRate for other Floors GF FF SF TF

Rate as worked out above per Cum. 6919.85 6919.85 6919.85 6919.85Hire charges on centering material 760.00 760.00 760.00 760.00Labour charges for centering 953.00 1048.30 1143.60 1238.90La on centering labour charges 25% 238.25 262.08 285.90 309.73Lift charges @ 10% extra on each floor 240.60 481.19 721.79

8871.10 9230.83 9590.54 9950.27Add 14% over heads 0.14 1207.80 1256.78 1305.75 1354.73

Rate per cu.m. Total 10078.95 10487.65 10896.30 11305.05

17

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 522.50 1 Hour 160.93needle vibrator 40 mm (petrol) 0.308 Hour 152.20 1 Hour 46.88LA on crew charges 25% 132.56 1 33.14Manpower1st Class Mason 0.067 Nos. 525.00 1 Each 35.182nd Class Mason 0.133 Nos. 468.75 1 Each 62.34Man Mazdoor 3.077 Nos. 400.00 1 Each 1230.80


a) For Roof beamsRate for other Floors GF FF SF TF FFRate as worked out above per Cum. 5040.36 5040.36 5040.36 5040.36 5040.36Hire charges on centering material 1342.00 1342.00 1342.00 1342.00 1342.00Labour charges for centering 1122.00 1234.20 1346.40 1458.60 1570.80La on centering labour charges 25% 280.50 308.55 336.60 364.65 392.70Lift charges @ 10% extra on each floor 132.83 265.66 398.50 531.33

7784.86 8057.94 8331.02 8604.11 8877.19Add 14% over heads 0.14 1059.91 1097.09 1134.27 1171.45 1208.63


b) VRCC M20 design mix for Slabs 75mm thick Cost of VRCC for 75 mm thick slab 0.075 cu.m. 5040.36 1 cu.m. 378.03

Rate for other Floors GF FF SF TF FFRate as worked out above per Cum. 378.03 378.03 378.03 378.03 378.03Hire charges on centering material 152.00 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10 177.80La on centering labour charges 25% 31.75 34.93 38.10 41.28 44.45Lift charges @ 10% extra on each floor 9.96 19.92 29.89 39.85

688.78 714.62 740.45 766.30 792.13Add 14% over heads 0.14 93.78 97.30 100.81 104.33 107.85

Rate per 1 Sqmts. Total 782.60 811.95 841.30 870.65 900.00

c) VRCC M20 design mix for Slabs 100mm thick Cost of VRCC for 100 mm thick slab 0.10 cu.m. 5040.36 1 cu.m. 504.04

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs

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814.79 843.95 873.11 902.27 931.42Add 14% over heads 0.14 110.93 114.90 118.87 122.84 126.81


d) VRCC M20 design mix for Slabs of 110mm thick Cost of VRCC for 110 mm thick slab 0.11 cu.m. 5040.36 1 cu.m. 554.44

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 554.44 554.44 554.44 554.44Hire charges on centering material 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10La on centering labour charges 25% 31.75 34.93 38.10 41.28Lift charges @ 10% extra on each floor 14.61 29.22 43.83

865.19 895.68 926.16 956.65Add 14% over heads 0.14 117.80 121.95 126.10 130.25

Rate per 1 Sqmts. Total 983.00 1017.65 1052.30 1086.90

e) VRCC M20 design mix for Slabs of 115mm thick Cost of VRCC for 115 mm thick slab 0.115 cu.m. 5040.36 1 cu.m. 579.64

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 579.64 579.64 579.64 579.64Hire charges on centering material 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10La on centering labour charges 25% 31.75 34.93 38.10 41.28Lift charges @ 10% extra on each floor 15.28 30.55 45.83

890.39 921.55 952.69 983.85Add 14% over heads 0.14 121.23 125.47 129.71 133.95

Rate per 1 Sqmts. Total 1011.65 1047.05 1082.45 1117.85f) VRCC M20 design mix for Slabs of 120mm thick

Cost of VRCC for 120 mm thick slab 0.12 cu.m. 5040.36 1 cu.m. 604.84

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 604.84 604.84 604.84 604.84Hire charges on centering material 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10LA on centering labour charges 25% 31.75 34.93 38.10 41.28Lift charges @ 10% extra on each floor 15.94 31.88 47.82

915.59 947.41 979.22 1011.04Add 14% over heads 0.14 124.66 128.99 133.32 137.65


g) VRCC M20 design mix for Slabs of 125mm thick


Rate for other Floors GF FF SF TF FFRate as worked out above per Cum. 630.04 630.04 630.04 630.04 630.04Hire charges on centering material 152.00 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10 177.80LA on centering labour charges 25% 31.75 34.93 38.10 41.28 44.45Lift charges @ 10% extra on each floor 16.60 33.21 49.81 66.42

940.79 973.27 1005.75 1038.23 1070.71Add 14% over heads 0.14 128.09 132.51 136.93 141.36 145.78


h) VRCC M20 design mix for Slabs of 130mm thick

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966.00 999.15 1032.29 1065.43 1098.57Add 14% over heads 0.14 131.52 136.03 140.55 145.06 149.57

Rate per 1 Sqmts. Total 1097.55 1135.20 1172.85 1210.50 1248.15h) VRCC M20 design mix for Slabs of 140mm thick



1016.40 1050.88 1085.34 1119.82Add 14% over heads 0.14 138.38 143.08 147.77 152.46


i) VRCC M20 design mix for Slabs of 150mm thick



1066.80 1102.60 1138.40 1174.20Add 14% over heads 0.14 145.25 150.12 154.99 159.87


j) VRCC M20 design mix for Slabs of 165mm thick



1151.41 1189.71 1227.99 1266.29Add 14% over heads 0.14 156.76 161.98 167.19 172.41


k) VRCC M20 design mix for Slabs of 175mm thick Cost of VRCC for 175 mm thick slab 0.175 cu.m. 5040.36 1 cu.m. 882.06


1201.81 1241.44 1281.05 1320.68 1360.29Add 14% over heads 0.14 163.63 169.02 174.42 179.81 185.20


C-Data 25 of 133

l) VRCC M20 design mix for Slabs of 180mm thick Cost of VRCC for 180 mm thick slab 0.18 cu.m. 5040.36 1 cu.m. 907.26


1227.01 1267.30 1307.58 1347.87Add 14% over heads 0.14 167.06 172.54 178.03 183.51


m) VRCC M20 design mix for Slabs of 200mm thick Cost of VRCC for 200 mm thick slab 0.2 cu.m. 5040.36 1 cu.m. 1008.07


1327.82 1370.77 1413.70 1456.65Add 14% over heads 0.14 180.78 186.63 192.48 198.32


n) VRCC M20 design mix for Slabs of 225mm thick Cost of VRCC for 225 mm thick slab 0.225 cu.m. 5040.36 1 cu.m. 1134.08


1453.83 1500.10 1546.35 1592.62Add 14% over heads 0.14 197.94 204.24 210.54 216.84


18

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 522.50 1 Hour 696.49LA on crew charges 25% 391.64 1 97.91Manpower1st Class Mason 0.167 Nos. 525.00 1 Each 87.682nd Class Mason 0.167 Nos. 468.75 1 Each 78.28Man Mazdoor 5.6 Nos. 400.00 1 Each 2240.00

Basic rate per Cum 6671.45

a) For LintelsRate for other Floors GF FF SF TF FF

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

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Rate as worked out above per Cum. 6671.45 6671.45 6671.45 6671.45 6671.45Hire charges on centering material 760.00 760.00 760.00 760.00 760.00Labour charges for centering 953.00 1048.30 1143.60 1238.90 1334.20La on centering labour charges 25% 238.25 262.08 285.90 309.73 333.55Lift charges @ 10% extra on each floor 240.60 481.19 721.79 962.38

8622.70 8982.43 9342.14 9701.87 10061.58Add 14% over heads 0.14 1173.98 1222.96 1271.93 1320.91 1369.88

Rate per Cum. Total 9796.70 10205.40 10614.10 11022.80 11431.50

19

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1297.39 1 cu.m. 1037.91Sand 0.4 cu.m. 1019.49 1 cu.m. 407.80Cement 350 kgs 5522.81 1000 kgs 1932.98Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 522.50 1 Hour 160.93LA on crew charges 25% 90.49 1 22.62Manpower1st Class Mason 0.067 Nos. 525.00 1 Each 35.182nd Class Mason 0.133 Nos. 468.75 1 Each 62.34Man Mazdoor 3.077 Nos. 400.00 1 Each 1230.80

Basic rate per Cu.m Total 4982.96a) Chajja / Sunshade

Cost of RCC for 62.5 mm thick sunshade 0.0625 cu.m. 4982.96 1 cu.m. 311.44


643.94 670.49 697.04 723.60 750.15Add 14% over heads 0.14 87.67 91.29 94.90 98.52 102.13

Rate per Sqmt. Total 731.65 761.80 791.95 822.15 852.30

b) for platforms of 50 mm thickCost of RCC for 50 mm thick platform 0.05 cu.m. 4982.96 1 cu.m. 249.15


559.90 582.42 604.93 627.45 649.97Add 14% over heads 0.14 76.23 79.30 82.36 85.43 88.49


b) for shelves of 25 mm thickCost of RCC for 25 mm thick shelves 0.025 cu.m. 4982.96 1 cu.m. 124.57

Rate for other Floors GF FF SF TF FFRate as worked out above per Cum. 124.57 124.57 124.57 124.57 124.57

Reinforced cement concrete with M 20 grade Design mix ( by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 350 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work

for sun-shades of any width as per approved plan / design and of average thickness of 62.50mm ( thickness at support 75mm and thickness at edge

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Hire charges on centering material 152.00 152.00 152.00 152.00 152.00Labour charges for centering 127.00 139.70 152.40 165.10 177.80La on centering labour charges 25% 31.75 34.93 38.10 41.28 44.45Lift charges @ 10% extra on each floor 3.32 6.64 9.96 13.28

435.32 454.52 473.71 492.91 512.10Add 14% over heads 0.14 59.27 61.88 64.50 67.11 69.72


20

cost of cement for Cement Mortar (1:3) 0.96 Kgs 5.52 1 Kgs 5.30cost of sand for Cement Mortar (1:3) 0.002 cu.m. 1019.49 1 cu.m.1st Class Mason 0.048 Nos. 525.00 1 Each 25.202nd Class Mason 0.112 Nos. 468.75 1 Each 52.50Man mazdoor 0.05 Nos. 400.00 1 Each 20.00Woman mazdoor 0.11 Nos. 400.00 1 Each 44.00

Rate per 1 Sqmt. Total 147.00

21

Wall thickness 0.225

Material

Fly Ash Bricks 290x225x140mm 110 Nos 24953.53 1000 Nos 2744.89Cement for Cement Mortar (1:8) 18 Kgs 5.52 1 Kgs 99.36Sand for Cement Mortar (1:8) 0.1 cu.m. 1019.49 1 cu.m. 101.95Labour1st class mason 0.42 cu.m. 525.00 1 cu.m. 220.502nd class mason 0.92 Nos. 468.75 1 Each 431.25Man Mazdoor 0.7 Nos. 400.00 1 Each 280.00Woman Mazdoor 2.1 Nos. 400.00 1 Each 840.00

Basic Rate per Cum. 4717.95

Rate for other Floors GF FF SF TF FFBasic rate per Cum 4717.95 4717.95 4717.95 4717.95 4717.95Hire charges of stage scafflding per cum 44.13 44.13 44.13 44.13 44.13Labour charges for stage scaffolding per cum 274.80 390.13 505.33 620.89 736.00Add LA on Labour for scaffolding 25% 68.70 97.53 126.33 155.22 184.00Lift charges @ 10% extra on each floor 177.18 354.35 531.53 708.70

5105.58 5426.92 5748.09 6069.72 6390.78Add 14% over heads 0.14 695.12 738.87 782.60 826.39 870.10

Rate per Cum. Total 5800.70 6165.80 6530.70 6896.15 7260.90

22

Wall thickness 0.225MaterialFly Ash Bricks 290x225x140mm 110 Nos 24953.53 1000 Nos 2744.89Cement for Cement Mortar (1:8) 24 Kgs 5.52 1 Kgs 132.48Sand for Cement Mortar (1:8) 0.1 cu.m. 1019.49 1 cu.m. 101.95Labour1st class mason 0.42 cu.m. 525.00 1 cu.m. 220.502nd class mason 0.92 Nos. 468.75 1 Each 431.25Man Mazdoor 0.7 Nos. 400.00 1 Each 280.00Woman Mazdoor 2.1 Nos. 400.00 1 Each 840.00

Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Brick Masonry in superstructure with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504).

C-Data 28 of 133

total 4751.07Add 14% over heads 0.14 646.86

Basic Rate per Cum. 5397.95

23

MaterialFly Ash Bricks 290x100x140mm 24 Nos 11423.79 1000 Nos 274.17Cement for Cement Mortar (1:4) 7.2 Kgs 5.52 Kgs 39.74Sand for Cement Mortar (1:4) 0.02 cu.m. 1019.49 1 cu.m. 20.39Labour1st class mason 0.06 cu.m. 525.00 1 cu.m. 31.502nd class mason 0.06 Nos. 468.75 1 Each 28.13Man Mazdoor 0.275 Nos. 400.00 1 Each 110.00

Basic Rate per One Sqmt. 503.93

Rate for other Floors GF FF SF TF FFBasic rate per sqm 503.93 503.93 503.93 503.93 503.93Hire charges of stage scafflding per cum 9.93 9.93 9.93 9.93 9.93Labour charges for stage scaffolding per cum 61.83 87.78 113.70 139.70 165.60Add LA on Labour for scaffolding 25% 15.46 21.95 28.43 34.93 41.40Lift charges @ 10% extra on each floor 16.96 33.93 50.89 67.85

591.15 640.55 689.92 739.38 788.71Add 14% over heads 0.14 80.49 87.21 93.93 100.67 107.38

Rate per One Sqmt. Total 671.65 727.80 783.85 840.05 896.10

24

Material

1.05 MT 42075.29 1 MT 44179.05

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 525.00 1 Nos 5250.00Light mazdoor 10 Nos 400.00 1 Nos 4000.00

Rate per MT Total 53849.05

Rate for other Floors GF FF SF TF FFBasic rate per MT 53849.05 53849.05 53849.05 53849.05 53849.05

925.00 1850.00 2775.00 3700.00

53849.05 54774.05 55699.05 56624.05 57549.05Add 14% over heads 0.14 7331.55 7457.49 7583.43 7709.36 7835.30

Rate per One MT Total 61180.65 62231.55 63282.50 64333.45 65384.40

Reinforced Fly Ash Brick Masonry 10cm thick for partition walls in CM (1:4) prop: Fly Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm from approved source and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 509).

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Cost of steel including 5% wastage and overlaps

Lift Charges per MT @10% extra on labour per floor

C-Data 29 of 133

25

MaterialCost of Mild steel 1.05 MT 45075.29 1 MT 47329.05

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 525.00 1 Nos 5250.00Light mazdoor 10 Nos 400.00 1 Nos 4000.00

Rate per MT Total 56999.05

Rate for other Floors GF FF SF TF TFBasic rate per MT 56999.05 56999.05 56999.05 56999.05 56999.05

925.00 1850.00 2775.00 3700.0056999.05 58324.05 58850.05 59774.05 60699.05

Add 14% over heads 0.14 7760.42 7940.82 8012.43 8138.24 8264.18Rate per One MT Total 64759.50 66264.90 66862.50 67912.30 68963.25

26

MaterialBase coat 8mm thick in C.M. (1:5) Cement 3.17 kgs 5522.81 1000 kgs 17.51cost of sand for Plastering 0.011 cu.m. 1086.49 1 cu.m. 11.95Top Coat 4mm thick in C.M. (1:3)Cement 1.92 kgs 5522.81 1000 kgs 10.60cost of sand for Plastering 0.004 cu.m. 1086.49 1 cu.m. 4.35Labour1st Class Mason 0.063 Nos. 525.00 1 Each 33.082nd Class Mason 0.147 Nos. 468.75 1 Each 68.91Light mazdoor 0.39 Nos. 400.00 1 Each 156.00

Basic rate per 1 Sqmt. 302.39

Rate for other Floors GF FF SF TF FFBasic rate per 1 Sqmt. 302.39 302.39 302.39 302.39 302.39Hire charges of stage scafflding per sqm 2.37 2.37 2.37 2.37 2.37Labour charges for stage scaffolding per sqm 12.55 17.64 22.73 27.82 32.91

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00 0.00Lift charges @ 10% extra on each floor 25.80 51.60 77.39 103.19

317.31 348.20 379.09 409.97 440.86Add 14% over heads 0.14 43.20 47.41 51.61 55.82 60.02

Rate per 1 Sqmt. Total 360.51 395.61 430.70 465.79 500.88

27

MaterialBase coat 8mm thick in C.M. (1:6) Cement 2.64 kgs 5522.81 1000 kgs 14.58cost of sand for Plastering 0.011 cu.m. 1086.49 1 cu.m. 11.95Top Coat 4mm thick in C.M. (1:4)

Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm diameter, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Lift Charges per MT @10% extra on labour per floor

Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

C-Data 30 of 133

Cement 1.44 kgs 5522.81 1000 kgs 7.95cost of sand for Plastering 0.004 cu.m. 1086.49 1 cu.m. 4.35Labour1st Class Mason 0.063 Nos. 525.00 1 Each 33.082nd Class Mason 0.147 Nos. 468.75 1 Each 68.91Light mazdoor 0.39 Nos. 400.00 1 Each 156.00


Rate for other Floors GF FF SF TF FFBasic rate per 1 Sqmt. 296.81 296.81 296.81 296.81 296.81Hire charges of access scafflding pers qm 0.99 0.99 0.99 0.99 0.99

6.18 8.78 11.37 13.97 16.56


305.53 334.58 363.61 392.65 421.69Add 14% over heads 0.14 41.60 45.55 49.51 53.46 57.41


28

Base coat 16 mm thick in C.M. (1:6) Cement 4.32 kgs 5522.81 1000 kgs 23.86cost of sand for Plastering 0.018 cu.m. 1086.49 1 cu.m. 19.56Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 5522.81 1000 kgs 7.95cost of sand for Plastering 0.004 cu.m. 1086.49 1 cu.m. 4.35Labour1st Class Mason 0.063 Nos. 525.00 1 Each 33.082nd Class Mason 0.147 Nos. 468.75 1 Each 68.91Light mazdoor 0.39 Nos. 400.00 1 Each 156.00

Basic rate per 1 Sqmt. 313.70Rate for other Floors GF FF SF TF TFBasic rate per 1 Sqmt. 313.70 313.70 313.70 313.70 313.70Hire charges of access scafflding pers qm 0.99 0.99 0.99 0.99 0.99

6.18 8.78 11.37 13.97 16.56


322.42 351.47 380.50 409.54 438.58Add 14% over heads 0.14 43.90 47.85 51.80 55.76 59.71


29

cost of cement for Cement Mortar (1:5) 4.32 kg 5.52 1 kg 23.85sand for Cement Plastering (1:5) 0.015 cu.m. 1086.49 1 cu.m. 16.301st Class Mason 0.06 Nos. 525.00 1 Each 31.50Man mazdoor 0.096 Nos. 400.00 1 Each 38.40

Rate per 1 Sqmt. Total 110.05Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 110.05 110.05 110.05 110.05Hire charges of access scafflding pers qm 0.99 0.99 0.99 0.99

6.18 8.78 11.37 13.97Add LA on Labour for scaffolding 25% 1.55 2.20 2.84 3.49

Labour charges for access scaffolding per sqm

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)


Plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)


C-Data 31 of 133

Lift charges @ 10% extra on each floor 6.99 13.98 20.97118.77 129.01 139.23 149.47

Add 14% over heads 0.14 16.17 17.56 18.96 20.35Rate per 1 Sqmt. Total 134.95 146.60 158.20 169.85

30

cost of cement for Cement Mortar (1:4) 7.56 kg 5.52 1 kg 41.73sand for Cement Plastering (1:4) 0.021 cu.m. 1086.49 1 cu.m. 22.821st Class Mason 0.094 Nos. 525.00 1 Each 49.35Man mazdoor 0.16 Nos. 400.00 1 Each 64.00

Rate per 1 Sqmt. Total 177.90Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 177.90 177.90 177.90 177.90Hire charges of access scafflding pers qm 0.99 0.99 0.99 0.99

6.18 8.78 11.37 13.97Add LA on Labour for scaffolding 25% 1.55 2.20 2.84 3.49Lift charges @ 10% extra on each floor 11.34 22.67 34.01

186.62 201.21 215.77 230.36Add 14% over heads 0.14 25.41 27.39 29.38 31.36

Rate per 1 Sqmt. Total 212.05 228.60 245.15 261.75

31

cost of cement for Cement Mortar (1:3) 10.08 kg 5.52 1 kg 55.64sand for Cement Plastering(1:3) 0.021 cu.m. 1086.49 1 cu.m. 22.82Water proof compound 0.2 Kgs 52.00 1 Kgs 10.401st Class Mason 0.066 Nos. 525.00 1 Each 34.652nd Class Mason 0.154 Nos. 468.75 1 Each 72.19Man Mazdoor 0.37 Nos. 400.00 1 Each 148.00


Rate for other Floors GF FF SF TF FFBasic rate per 1 Sqmt. 343.70 343.70 343.70 343.70 343.70Lift charges @ 10% extra on each floor 22.02 44.04 66.06 88.08

343.70 365.72 387.74 409.76 431.78Add 14% over heads 0.14 46.79 49.79 52.79 55.79 58.79

Rate per 1 Sqmt. Say 390.50 415.55 440.55 465.55 490.60

32

Material1.1 Sqmt. 152.89 1 Sqmt. 168.18

Cement for Morter and slurry 7.46 Kgs 5522.81 1000 Kgs 41.20Coarse sand for mortor(C.M. 1:8) 0.012 cum 1019.49 1 cum 12.23MachineryMachine charges for rubbuing/polishing floor 0.1 day 0.00 1 day 0.00LA charges on crew charges 25% 0.00Labour

Plastering with CM(1:4) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)


Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site,sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Flooring with Polished Black Kadapa Slabs of 15 mm thick set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Cost of Polished Bethamcherla pure white stone minimum of 25 mm thick (0.254M x 0.254M)

C-Data 32 of 133

1st Class Mason 0.31 Nos. 525.00 1 Each 162.752nd Class Mason 0.11 Nos. 468.75 1 Each 51.56Man Mazdoor 0.086 Nos. 400.00 1 Each 34.40Add water charges @1% on labour 1% 248.71 2.49



472.81 497.93 523.05 548.17 573.29Add 14% over heads 0.14 64.37 67.79 71.21 74.63 78.05


33

Rough Kadapa slab 1.05 Sqmt. 135.97 1 Sqmt. 142.77cost of cement for Cement Mortar (1:8) 2.16 kg 5.52 1 kg 11.92sand for Cement Mortar (1:8) 0.012 cu.m. 1019.49 1 cu.m. 12.23Pointing with CM (1:3) 1 Sqmt. 147.00 1 Sqmt. 147.00

1st Class Mason 0.096 Nos. 525.00 1 Each 50.402nd Class Mason 0.224 Nos. 468.75 1 Each 105.00Man Mazdoor 0.22 Nos. 400.00 1 Each 88.00Woman Mazdoor 0.11 Nos. 400.00 1 Each 44.00


Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 601.33 601.33 601.33 601.33Lift charges @ 10% extra on each floor 28.74 57.48 86.22

601.33 630.07 658.81 687.55Add 14% over heads 0.14 81.87 85.78 89.70 93.61

Rate per 1 Sqmt. Total 683.20 715.85 748.55 781.20

34

Material1.1 Sqmt. 152.89 1 Sqmt. 168.18

sand for Cement Mortar (1:3) 0.012 cu.m. 1019.49 1 cu.m. 12.23cement for Cement Mortar (1:3) base coat 5.76 Kgs 5522.81 1000 Kgs 31.81Cement for slurry 3.3 Kgs 5522.81 1000 Kgs 18.23Labour1st Class Mason 0.096 Nos. 525.00 1 Each 50.402nd Class Mason 0.224 Nos. 468.75 1 Each 105.00Man Mazdoor 0.31 Nos. 400.00 1 Each 124.00Add water charges @1% on labour 1% 279.40 2.79

Basic rate per 1 Sqmt. 512.64Rate for other Floors GF FF SF TF FFBasic rate per 1 Sqmt. 512.64 512.64 512.64 512.64 512.64Lift charges @ 10% extra on each floor 28.22 56.44 84.66 112.88

512.64 540.86 569.08 597.30 625.52Add 14% over heads 0.14 69.80 73.64 77.48 81.32 85.16


Flooring with Rough Kadapa slabs of 40 mm thick (0.457 x 457M)laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa Slabs of 15 mm thick with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Cost of Polished Bethamcherla pure white stone minimum of 25 mm thick (0.254M x 0.254M)

C-Data 33 of 133

35

For Raisers of 0.15 Mt. HeightMaterialCost of Polished Shahbad stone 1.1 Sqmt. 152.89 1 Sqmt. 168.18sand for Cement Mortar (1:3) 0.012 cu.m. 1019.49 1 cu.m. 12.23cement for Cement Mortar (1:3) base coat 5.76 Kgs 5522.81 1000 Kgs 31.81Cement for slurry 3.3 Kgs 5522.81 1000 Kgs 18.23Labour1st Class Mason 0.096 Nos. 525.00 1 Each 50.402nd Class Mason 0.224 Nos. 468.75 1 Each 105.00Man Mazdoor 0.31 Nos. 400.00 1 Each 124.00Flat nosing edges as per BMM-V.13 13.33 Rmt. 12.00 1 Rmt. 159.96Add water charges @1% on labour 1% 279.40 2.79


Rate for other Floors GF FF SF TF FF

Basic rate per 1 Sqmt. 672.60 672.60 672.60 672.60 672.60Lift charges @ 10% extra on each floor 28.22 56.44 84.66 112.88

672.60 700.82 729.04 757.26 785.48Add 14% over heads 0.14 91.57 95.42 99.26 103.10 106.94

Rate per Sqmt. 764.17 796.24 828.30 860.36 892.42

36

Treads of 0.30 Mt wideCost of Polished Shahbad stone 1.1 Sqmt. 152.89 1 Sqmt. 168.18Cement for jointing 5.46 Kgs 5522.81 1000 Kgs 30.15Coarse sand for mortor(C.M. 1:8) 0.012 cum 1019.49 1 cum 12.23MachineryMachine charges for rubbuing/polishing floor 0.1 day 0.00 1 day 0.00

LA charges on crew charges 25% 0.00

Labour1st Class Mason 0.31 Nos. 525.00 1 Each 162.752nd Class Mason 0.11 Nos. 468.75 1 Each 51.56Man Mazdoor 0.086 Nos. 400.00 1 Each 34.40Flat nosing edges 6.67 Rmt. 12.00 1 Rmt. 80.04



539.32 564.19 589.06 613.93 638.81Add 14% over heads 0.14 73.43 76.81 80.20 83.59 86.97

Rate per Sqmt. Say 612.75 641.00 669.26 697.52 725.78

37

6mm to 12mm HBG metal 0.017 cum 1022.42 1 cum 17.38

Supplying and fixing of Polished Black Kadapa Slabs of 15 mm thick in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For Raisers (APSS No.701 & 707)

Supplying and fixing of Polished Black Kadapa Slabs of 15 mm thick in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707)

In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over 100mm thick CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)

C-Data 34 of 133

Sand 0.0085 cum 1019.49 1 cum 8.67Cement 12 Kgs 5522.81 1000 Kgs 66.27PCC bed (1:5:10) 100mm thick 0.10 cum 3102.06 1 cum 310.211st Class Mason 0.125 Nos. 525.00 1 Each 65.632nd Class Mason 0.006 Nos. 468.75 1 Each 2.81Manand women Mazdoor 0.3 Nos. 400.00 1 Each 120.00

590.96Add 14% over heads 0.14 590.96 80.46

Rate per 1 Sqmt. Total 671.45

38

MaterialCeramic Tiles 1.05 Sqmt. 465.00 1 Sqmt. 488.25Sand 0.012 cum 1019.49 1 cum 12.23Cement 2.16 Kgs 5522.81 1000 Kgs 11.93Grey Cement for slurry 3.3 Kgs 5522.81 1000 Kgs 18.23White Cement for pointing 0.2 Kgs 29.00 1 Kgs 5.80

Labour1st Class Mason 0.096 Nos. 525.00 1 Each 50.402nd Class Mason 0.224 Nos. 468.75 1 Each 105.00Man Mazdoor 0.33 Nos. 400.00 1 Each 132.00Add water charges @1% on labour 1% 287.40 2.87



826.71 855.74 884.76 913.79 942.82Add 14% over heads 0.14 112.56 116.51 120.46 124.41 128.37

Rate per Sqmt. 939.30 972.30 1005.25 1038.25 1071.20

39

white glazed tiles 1.05 Sqmt 348.00 1 Sqmt 365.40Grey cement 0.33 Kgs 5522.81 1000 Kgs 1.82White cement 0.6 Kgs 29.00 1 Kgs 17.40Cement for Cement Mortar CM (1:5) 3.45 Kgs 5.52 1 Kgs 19.04Sand Mortar CM (1:5) 0.012 Cum 1019.49 1 Cum 12.23

Labour

1st Class Mason 0.077 Nos. 525.00 1 Each 40.43Man Mazdoor 0.08 Nos. 400.00 1 Each 32.00



488.33 495.57 502.82 510.06 517.30Add 14% over heads 0.14 66.49 67.47 68.46 69.44 70.43

Rate per Sqmt. 554.85 563.05 571.30 579.50 587.75

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site,sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors

C-Data 35 of 133

40

Surya Cem 0.2 kgs 25.00 1 kgs 5.00Painter 0.021 Nos. 485.63 1 Each 10.20Man Mazdoor 0.032 Nos. 400.00 1 Each 12.80sundries including brushes,ladders, etc., 1% 28.00 0.28

28.28Add 14% over heads 0.14 28.28 3.85

Rater per 1 Sqmt. for all floors Total 32.15

41

Red oxide primer 0.07 Ltr 185.00 1 Ltr 12.95

Cost of Synthetic Enamel Paint 0.11 Ltr 276.00 1 Ltr 30.361st Class Painter 0.033 Nos. 600.00 1 Each 19.802nd Class Painter 0.077 Nos. 468.75 1 Each 36.09

99.20Add 14% over heads 0.14 99.20 13.51


42

Cost of 110mm dia PVC Pipe.BMW-G.13 3.00 Rmt. 484.00 3 Rmt 484.001.00 No. 83.00 1 No 83.001.00 No. 70.00 1 No 70.003.00 Nos. 18.00 1 No 54.00

Plumber 1st Class 0.30 Nos. 480.00 1 Each 144.00Plumber 2nd class 0.70 Nos. 420.00 1 Each 294.00Man Mazdoor 1.00 No. 400.00 1 Each 400.00

Rate per 3 Rmt. 1529.00509.67

Add 14% over heads 0.14 509.67 69.39Rate per Rmt. Total 579.10

43

MaterialsCostof rabit wire mesh 1.33 Sqmt 17.00 1 Sqmt 22.6143 Grade cement 31.91 Kgs 5522.81 1000 Kgs 176.23Cost of coarse sand 0.06 Cum 1019.49 1 Cum 59.13Labour1st Class Mason 0.80 Nos. 525.00 1 Each 420.00Miller operator 1.00 Nos. 525.00 1 Each 525.00Man Mazdoor 1.00 Nos. 400.00 1 Each 400.00Hire charges of miller 0.20 Hour 328.60 1 Hour 65.72


Rate for other Floors GF FF SF TF FFBasic rate per 1 Sqmt. 1668.69 1668.69 1668.69 1668.69 1668.69

Whiting to new walls and ceiling in two coats with Surya cem or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Supply and fixing of 110mm dia ISI mark PVC Rain water spouts of 4.0 Kg/cm2 pressure including Cost of necessary pvc bends, shoes and M.S.clamps and all other accessories and fixing in position including cost and conveyance of all materials to site , sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.(APSS NO1328) in All Floors

Cost of P.V.C.Bend 391 BMW-G.57Cost PVC shoe 397 BMW-G.63Cost of Clips 440 BMW-G.106

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors

C-Data 36 of 133

Lift charges @ 10% extra on each floor 141.07 282.14 423.22 564.291668.69 1809.76 1950.83 2091.91 2232.98

Add 14% over heads 0.14 227.19 246.40 265.61 284.81 304.02Rate per Sqmt. 1895.90 2056.20 2216.45 2376.75 2537.05

44

PRIMARY COATLuppam finish BMT-J.07 0.1 Kg. 158.00 1 Kg 15.80Ready mixed primer 0.07 lit 158.00 1 Lt 11.06Ist class painter 0.021 Nos. 600.00 1 Each 12.602nd class painter 0.049 Nos. 468.75 1 Each 22.97TWO COATS OF PAINTINGSynthetic enamel paint 0.12 lit 276.00 1 lit 33.121st class painter 0.036 Nos. 600.00 1 Each 21.602nd class painter 0.084 Nos. 468.75 1 Each 39.38

156.52Add 14% over heads 0.14 156.52 21.31

Rate per 1 Sqmt. for all Floors Total 177.85

45

Rate as per SSR 1 Sqmt 402.00 1 Sqmt 402.00

Add 14% over heads 0.14 402.00 54.73

Rate per Sqmt. Total 456.75

46

1 Sqmt 2503.00 1 Sqmt 2503.00Add 14% over heads 0.14 2503.00 340.78

Rate per Sqmt. Total 2843.80

47

Unit = 1 SqmtA ) materialcost of 6mm thick corregated AC sheets 1.05 Sqmt 222.00 1 Sqmt 233.108mm dia G.I.J bolts & nuts 2.2 Nos. 10.00 1 Each 22.00G.I washersBitumen washers 2.2 Nos. 1.00 1 Each 2.20Bitumen washers 2.2 Nos. 1.00 1 Each 2.20B) labourCarpenter II class 0.043 Nos. 525.00 1 Each 22.58Man Mazdoor 0.054 Nos. 400.00 1 Each 21.60

0.00

303.68Rate per 1 Sqmt. for all Floors 303.68Add 14% over heads 0.14 41.35

Rate per one Sqmt 345.05

48

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors.

Supplying & fixing collapsible steel shutters with vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and side vertical frames of the collapsible gate with 65x65mmx8mm MS Angle and middle guide rail at site height with 65mmx8mm MS flat for the pulleys to guide and fixed with necessary hold fasts, bolts, nuts, rivets, locking arrangements, stoppers, handles, all accessories all fixtures and painted with one coat of approved steel primer etc., complete for finished item of work as per special spn 1105

Rate as per SSR BMT-F.30

Supply and Fixing AC Sheet Corrugated 6mm thick including Labour Charges for fixing AC Sheets including cost of J bolts bitumen washers etc with or without ridges complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work

Sundries including 50 x 6 mm Iron wind ties and white lead etc.,

Supply and Fixing MS Purlins 50mm dia including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work

C-Data 37 of 133

Cost of MS Pipe 50mm dia asper (BMT-F.04) 5.1 Kgs. 61.00 1 Kgs. 311.10

5.1 Kgs. 21.00 1 Kgs. 107.10

418.20Add 14% over heads 0.14 418.20 56.94

Rate per Rmt. 475.15

49

Cement Primer Grade I 0.1 Kgs 165.00 1 Kgs 16.50Plastic Emulsion Paint 0.09 Ltr 196.00 1 Ltr 17.64Labour for Priming Coat1st class painter 0.021 Nos. 600.00 1 Each 12.602nd class painter 0.049 Nos. 468.75 1 Each 22.97Labour for Two Coats1st class painter 0.036 Nos. 600.00 1 Each 21.602nd class painter 0.084 Nos. 468.75 1 Each 39.38

130.68Add 14% over heads 0.14 130.68 17.79


50

base coat in cm 1:2Cost of of sand for CM (1:2) 0.15 Cu.m. 1086.49 1 Cu.m. 162.97cost of cement for CM 1:2) 108 Kgs 5.52 1 Kgs 596.161st Class Mason 0.33 Nos. 525.00 1 Each 173.252nd Class Mason 0.77 Nos. 468.75 1 Each 360.94Man mazdoor 0.5 Nos. 400.00 1 Each 200Woman mazdoor 1.1 Nos. 400.00 1 Each 440Basic rate per 10 Sqmt. 1933.3220mm thick plastering in CM(1:2)Cost of of sand for CM (1:2) 0.21 Cu.m. 1086.49 1 Cu.m. 228.16cost of cement for CM 1:2) 151.2 Kgs 5.52 1 Kgs 834.621st Class Mason 0.66 Nos. 525.00 1 Each 346.52nd Class Mason 1.54 Nos. 468.75 1 Each 721.88Man mazdoor 0.5 Nos. 400.00 1 Each 200Woman mazdoor 3.2 Nos. 400.00 1 Each 1280Basic rate per 10 Sqmt. 3611.16Top Coat in CM(1:1) Cost of Cement 3.15 Kgs 5.52 1 Kgs 17.39Cost of Black Oxide 15 Kgs 88 1 Kgs 13201st Class Mason 0.33 Nos. 525.00 1 Each 173.252nd Class Mason 0.77 Nos. 468.75 1 Each 360.94Man mazdoor 0.5 Nos. 400.00 1 Each 200Woman mazdoor 1.1 Nos. 400.00 1 Each 440

2511.58DATA FOR GREEN BOARDCost of Base Coat in CM (1:2) 4.03 Sqmts. 1933.32 10 Sqmts. 779.13Cost of Top Coat 3.6 Sqmts. 2511.58 10 Sqmts. 904.1720mm thick Plastering in CM (1:2) 0.43 Sqmts. 3611.16 10 Sqmts. 155.28Cost of chalk Board paint 4.03 Sqmts. 384.4 10 Sqmts. 154.91

Total 1993.49

Fabrication, Cutting and Fixing charges (BMM-V.16)

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors

Making Green Chalk Board of size 3.00Mx1.20Mts including border with plastering in CM (1:2) 12mm thick as base coat and 3mm thick top coat with cement green oxide powder in (1:1) prop. and making border of 50x20mm thick alround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Engineer-in-Charge including cost and conveyance of all materials, sales and other taxes on cost of materials and all operational, incidental and labour charges etc., complete for finished item of work (APSS No.1603)

C-Data 38 of 133

Rate per Each Board Say 1993.5rate per sqmt 553.75Add 14% over heads 0.14 553.75 75.39

rate per sqmt 629.15

51

6MM To 12MM HBG metal 0.17 Cum 1022.42 1 cum 173.81Sand 0.085 Cum 1019.49 1 cum 86.66cement 120 Kgs 5522.8125 1000 kgs 662.74PCC BED (1:5:10) 100mm thick 1.0 Cum 3102.06 1 cum 3102.061 st class Mason 1.25 Nos 525.00 each 656.252 nd class mason 0.06 Nos 468.75 each 28.13Man mazdoor 2.5 Nos 400.00 each 1000women mazdoor 0.5 Nos 400.00 each 200Rate per 10 sqm 5909.65Rate per 1 sqm 590.97Add 14% over heads 0.14 80.46

Rate per 1 sqm 671.45

52

Earth work excavation 375.00 each 6 Cum 145.60 1 Cum 873.62.0 x 1.50 x 2.00 = 6.00 CumCost of 40 mm 3 Cum 945.09 1 Cum 2835.272.00 x 1.50 x 1.00 = 3.00 CumCost of 20 mm 1.2 Cum 1465.09 1 Cum 1758.112.00 x 1.50 x 0.40 = 1.20 cumCost of sand filings 0.9 Cum 483.65 1 Cum 435.292.00 x 1.50 x 0.30 = 0.90 cumB.W CM (1:6) Prop 0.63 Cum 4691.90 1 Cum 2955.96.08 x 0.23 x 0.45 = 0.60 cumPlastring 20 mm in two coats 1.61 sqm 322.42 1 sqm 519.097.00 x 0.23 = 1.61 Sqm 9377.26Add 14% over heads 0.14 1276.71Each 10654.00

53

As per SSR Item No : (page 238) 10 Rmt 397.00 1 Rmt 3970.00Add collars (page 239) 3 Nos 99.00 1 Nos 297.00

10 Rmt 432.00 1 Rmt 4320.00

Rate per 10 Rmt. 8587.00Rate per 1 Rmt. 858.70Add 14% over heads 0.14 116.91

Rate per 1 Rmt. 975.65

Proviging plinth protection with a bed of 100mm thick PCC (1:5:10) using 40mm size HBG metal and on top of PCC, 20 mm thick granolithic concrete flooring with CC (1:1:2) prop; machine crushed metal of size 6mm to 12 mm laid monolithically already laid in alternate panels and finishing the top surface to required smoothness and slopes inculing grooves, thread lining as cost and coveyance of all materials to site including , sales & other taxes and all materials and operatinal & incidental and labour charges like mixing of cement concrete, laying ,curing lift charges etc., complete including of CC bedfor finished item of work (APSS No.701 & 710)

Construction of Rain water harvesting structure as per the approved drawing and design of size 2.0 m x 1.5 m x 2.0 m including earth work excavation of filling of 40 mm size HBG metal up to 50% of volume, filling of 20 mm size 15% of colume. construction of side walls in brickmasonry in CM (1:6) 230 mm thick and 450 mm height, plastering the side walls in (1:6) 16 mm thick base coat and top coat of 4 mm thick with dubara sponge tinish, providing coir mat to avoid spillage of water including cost and conveyance of all materials to site and all albour charges etc., complete for finished item of work.

Supplying , laying , aligning & jointing of RCC Hume Pipes of 300mm dia NP2 class including all necessary fixtures like collars of respective diameter including cost and convenyance of all materilas to site, sales and othe taxes on all materials , lifting, placing and fixing in position for finished item of work.

Labour charges for laying & jointing (Rs. 36 per 25mm dia).page 225

C-Data 39 of 133

54

MaterialsHigh polished granite 16 to 18mm thick 10.50 Sqm 2352 1 sqm Sqm 24696.00corese sand for C.M. 1:8 0.20 Cum 1019.49 1 cum Cum 203.90Cement for CM1: 8 base coat 36.00 Kgs 5522.81 1000 kgs Kgs 198.82Cement for slurry 33.00 Kgs 5522.81 1000 kgs Kgs 182.25Cement for joining 6.00 Kgs 5522.81 1000 kgs Kgs 33.14Labour1 st class mason 3.00 Nos 525.00 each Nos 1575.002nd class mason 1.00 Nos 468.75 each Nos 468.75Man Mazdoor 8.00 Nos 400.00 each Nos 3200.00

30557.86Rete per 1 sqm 3055.79Add 14% over heads 0.14 416.05Rete per 1 sqm 3471.85

55

As per SSR BMM-V.10 1 RMT 289.00 1 RMT 289.00Add 14% over heads 0.14 39.35Rate per RM total 328.35

56

Intial Cost 1 RMT 67.00 1 RMT 67.00Add for Excise Duty at 10% 10% 67.00 6.70

Total 73.70 Add 14% over heads 0.14 10.03

Total rate per Rmt. 83.75

57

Intial Cost 1 RMT 31.00 1 RMT 31.00Add 14% over heads 0.14 4.22

total rate per Rmt. 35.25

58

R&B SSR 2013-14 Sl. No.143(7b-II) 1 Rmt 293.00 1 Rmt 293.00Add 14% over heads 0.14 293.00 39.89

332.89Rate per 1 Rmt 332.90

59

R&B SSR 2013-14Sl. No.146(8b-II) 1 Rmt 111.00 1 Rmt 111.00Add 14% over heads 0.14 111.00 15.11Rate per 1 Rmt 126.11

Flooringwith 16 to 18mm thick high polished granite stone slabs of black colour approved by the engineer-incharge laid over RCC slab or bed alredy laid and set over base coat of CM (1:8) 20mm thick including neat cement , slurry of honey like consistency spread at the rate of 3.30kg per sqm and joined with neat white cement paste mixed with pisment of matching shade to ful allmaterials to work site depth including cost and conveyence of and all materials to work site and operational , incidentallabour and lift charges etc., complete for finshed item of work for platform in kitchen/diniing (SS 701 & special)

Half Rounding the edges of granite slab including polishing all labour charges, hire charegs of tools and plants All incidental charges etc., complete for finished item of work as directed by the engineer incharge

Manufacture, supply, & delivery of 50mm outer dia HDPE pipes conforming to IS 4984 - 1995 at 6Kg/Sqcm. including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Laying jointing of HDPE pipes as per BIS No. 7634 part -II/75 and specials /fittings including excavation of trenches up to 0.5 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per ssr item no.12 (b) complete for finished item of work

Drilling of 25 mm dia holes in hard rock by Pneumatic compressure including hire charges of tools & plants etc complete for finished item of work.

Pressure Grouting the drilled holes with neat cement slurry including cost and conveyencee of all materials and labour charges for finished item of work

C-Data 40 of 133

60

(BLD-CSTN-12-1)Unit = 10 SqmCost of White Cement 0.50 Kg 29.00 1 Kg 14.5Painter 1st class 0.08 Nos. 600.00 1 Each 48Painter 2nd class 0.19 Nos. 468.75 1 Each 89.06Cost of washable Oil Bound Distemper 1.70 Ltrs 90.00 1 Ltr 153Painter 1st class 0.36 Nos. 600.00 1 Each 216Painter 2nd class 0.84 Nos. 468.75 1 Each 393.75

0.01 914.31 9.14

923.45Add 14% over heads 0.14 923.45 125.73Rate per 10 sqm 1049.18Rate per 1 sqm 104.92

61

(BLKD-CSTN-2-6)Hard rock (requiring blasting)- up to 3m depthUnit : 1 cumTaking output : 10.00 cuma) LabourDriller 0.50 Nos. 525.00 1 No. 262.50Blaster 0.25 Nos. 600.00 1 No. 150.00Mazdoor ( Unskilled) 8.35 Nos. 400.00 1 No. 3340.00b) MachineryAir compressor 7cmm (diesel) 1.00 hour 946.70 1 Hour 946.70Jack hammer/Pneumatic braker 2.00 hours 19.80 1 Hour 39.60Crew chargesAir compressor 1.00 Hours 198.40 1 Hour 198.40Jack hammer/Pneumatic braker 2.00 Hours 310.10 1 Hour 620.20Add MA on crew charges 0.00 818.60 0.00c)MaterialGelatin 80% 3.50 Kgs 73.00 1 Kg 255.50Detonator electric 14 Nos. 13.00 1 No. 182.00

5994.90c&d) Add 14% over heads 0.14 5994.90 816.21Cost for 10 cum ( a+b+c+d) 6811.11

681.11Rate per 1 cum 681.10

62

(BLKD-CSTN-2-7)Hard rock (blasting prohibited)- up to 3m depthUnit : 1 cumTaking output : 10.00 cuma) LabourMazdoor ( Unskilled) 5.20 Nos. 400.00 1 No. 2080.00b) Machinery

Painting to new walls with 2 coats of Acrylic based Oil bound Washable Distemper having VOC content less than 50 grams/litre over promer coat using white cemnt as approved by Engineer-In-Charge, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., and overheads & contractors profit complete for finished item of work as per APSS 911 for internal walls in all floors.

Sundries including brushes , ladders etc., @ 1%

Earth work excavation for foundations for buildings in hard rock (requiring blasting) and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)


Earth work excavation for foundations for buildings in hard rock by benching and chisiling( blasting Prohibited) and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

C-Data 41 of 133

Air compressor 7cmm (diesel) 6.00 hour 1008.60 1 Hour 6051.60Jack hammer/Pneumatic braker 12.00 hours 19.80 1 Hour 237.60Crew chargesAir compressor 6.00 Hours 182.20 1 Hour 1093.20Jack hammer/Pneumatic braker 12.00 Hours 284.70 1 Hour 3416.40Add MA on crew charges 0.00 751.60 0.00

12878.80Add 14% over heads 0.14 12878.80 1753.45Cost for 10 cum ( a+b+c+d) 14632.25

1463.23Rate per 1 cum Say 1463.20

63

Rate as per Circular 1 Kg 45.06 1 Kg 45.06Fabrication charges (SSR.No.824) 1 Kg 24.00 1 Kg 24.00Fixing charges (SSR No.825) 1 Kg 4.00 1 Kg 4.00

73.06Add 14% over heads 0.14 73.06 9.95Rate per 1 Kgs 83.01

64

Basic rate ( BMS-W.45) 1 sqm 799.00Add 14% over heads 0.14 799.00 108.78

907.78


Supply and fixing of M.S. Grills including cost and conveyance of all materials and all labour charges etc., complete

Roofing with Prepainted Galvalume profile roofing Sheet of 0.5mm thick Century wall or equivalent make fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 600) and seigniorage charges, turnover tax etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials for all floors




42

Standard Data - Electrical Items SSR 2015-16

Description Unit Quantity Rate Rs. Amount Rs.

1 2 3 4 5 6 7

Taking Output = 100 Ma) Material

elec-1.2.4 25mm dia 2.20 mm thick PVC pipe 100 M 1.00 3200.00 3200.00ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12.00 25.00 300.00

elec-1.2.44 25mm PVC bends Each 12.00 6.00 72.003572.00

Add contr profit @14% on material 0.00 0.00Total material cost 3572.00b) Labour charges :

elec-8.1.74 Skilled Electrician day 2.00 480.00 960.00elec-8.1.75 Semi skilled Electrician day 2.00 375.00 750.00elec-8.1.81 Helpers day 2.00 375.00 750.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 2460.00 0.00C) Cost for 100 RM 6032.00Rate per Metre = C/100 60.35


elec-1.2.3 25mm dia 1.8mm thick PVC pipe 100 M 1.00 2800.00 2800.00elec-8.1.7 U' Nails 100 Nos 2.00 44.00 88.00

elec-1.3.5 8"x10" Hot dip Galvanized Metal Boxes Each 2.00 179.00 358.00ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12.00 25.00 300.00

elec-1.2.44 25mm PVC bends Each 12.00 6.00 72.00elec-8.1.50 Cement kg 50.00 7.00 350.00

3968.00Add contr profit @14% on material 0.00 0.00Total material cost 3968.00b) Labour charges :

elec-8.1.74 Skilled Electrician day 2.00 480.00 960.00elec-8.1.75 Semi skilled Electrician day 2.00 375.00 750.00elec-8.1.81 Helpers day 2.00 375.00 750.00elec-8.1.76 Mason Ist class day 2.00 420.00 840.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 3300.00 0.00C) Cost for 100 RM 7268.00Rate per Metre = C/100 72.70


Index -code

Specific ation No.

Remarks

1.4.2 ( C )

Supply and Fixing of 25mm dia 2.20 mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned

1.4.2 ( b )

Supply and Fixing of 25mm dia 1.80 mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

43

2.1.1

Taking Output = 6 Points

a) Materialelec-1.5.1 100 M 1.00 1051.00 1051.00

elec-1.7.1 6A Switch @18/- each each 6.00 18.00 108.00elec-1.7.13 6A 3 way Ceiling Rose@21/-each each 6.00 21.00 126.00elec-8.1.51 25 x 20 cms (10" x8") Hylam sheet 3mm thick Sq.in 100.00 0.61 61.00


elec-8.1.74 Skilled Electrician day 0.60 480.00 288.00elec-8.1.75 Semi skilled Electrician day 1.20 375.00 450.00elec-8.1.81 Helpers day 0.60 375.00 225.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 963.00 0.00C) Cost for 6 Points 2309.00Rate per Point = C/6 384.85

2.1.1 (1)

Rate as per light point in Non Residental Building =384.85

For stair case 1.00 1.50 384.85 577.30

2.1.2

Taking Output = 7 Points

a) Material

elec-1.5.8 100 M 1.00 924.00 924.00

elec-1.7.1 6A Switch @18/- each each 7.00 18.00 126.00elec-1.7.13 6A 3 way Ceiling Rose@21/-each each 7.00 21.00 147.00elec.8.1.51 25 x 20 cms (10" x8") Hylam sheet 3mm thick each 80.00 0.60 48.00


elec-8.1.74 Skilled Electrician day 0.70 480.00 336.00

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant Low Smoke (FRLS) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Makes of Wires : Finolex / R.R.Cable ,Makes of Switches : Anchor Penta Cherry / Gold Madel Olive / Million Zoom / Great white omega

The R&B Department Proposed Labour, for both piping & Million / RPG/

14/0.3mm (1.00 Sqmm) FRLS PVC insulated flexible copper wire

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant Low Smoke (FRLS) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A 2 Way flush type switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for Stair case and 2 way light / fan points in Non-Residential Buildings Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton , Makes of Switches : Anchor Penta Cherry / Gold Madel Olive / Million Zoom

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R.L.S. flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Residential Buildings. Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton Make of Switches : Anchor Penta Cherry / Gold Madel Olive / Million Zoom

14/0.3mm (1.00 Sqmm) FRLS PVC insulated flexible copper wire

44

elec-8.1.75 Semi skilled Electrician day 1.40 375.00 525.00elec-8.1.82 Helpers day 0.70 375.00 262.50

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 1123.50 0.00C) Cost for 6 Points 2368.50Rate per Point = C/7 338.40

2.1.1 (1)

Rate as per light point in Non Residental Building =338.4

For stair case 1.0 1.50 338.40 507.60

3.1.1

Taking Output = 100 M

a) Material

elec-1.5.8 14/0.3 mm(1.00 sq.mm) FRLS Copper wire 100 2.00 924.00 1848.00

1848.00

Add contr profit @14% on material 0.00 0.00

Total material cost 1848.00

Labour Charges


elec-8.1.75 Semi skilled Electrician day 2.00 375.00 750.00

elec-8.1.82 Helpers day 0.67 375.00 251.25

Add area allowence on labour charges @ 0% 0.00

Add contr profit @14% on Labour 0% 1322.85 0.00

Cost per 100 Rmt 3170.85

Rate per Meter= C/100 31.75

3.1.2


a) Material

elec-1.5.8 14/0.3 mm (1.00 sq.mm) FRLS Copper wire 100 1.00 924.00 924.00



Labour Charges



elec-8.1.82 Helpers day 0.34 375.00 127.50



Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant Low Smoke (FRLS) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A 2 way flush type switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for Stair case and 2 way light/ fan points in Residential Buildings Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton ,Makes of Switches : Anchor Penta Cherry / Gold Madel Olive / Million Zoom

Supply and run of 2 of 14 /0.3mm (1.0 Sq.mm) FRLS P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton


45



3.1.3


a) Material


2716.00



Labour Charges



elec-8.1.82 Helpers day 0.67 375.00 251.25





3.1.3(1)


a) Material


1358.00



Labour Charges



elec-8.1.82 Helpers day 0.34 375.00 127.50





3.1.4

elec-1.5.3 36/0.3mm (2.5 sq.mm ) FRLS copper wire 100 M 2.00 2510.00 5020.00elec-1.5.1 1 run of 1.00 sq.mm wire 1 1.00 1051.00 1051.00

6071.00



Labour Charges

Supply and run of 2 of 2 /0.3mm (1.50 Sq.mm) FRLS P.V.C. insulated flexible copper cable in existing pipe for phase and neutral including all labour charges etc., complete. Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton


Supply and run of 2 of 36/0.3 mm ( 2.5 sq.mm) FRLS / HFFR PVC insulated 1100 V grade as per IS: 694 / 1990 specifications for flexible copper cable and one run of 14/0.3mm (1.0 sq.mm) flexible copper wire for earthing in existing PVC conduit pipe for circuit mains including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Makes of Wires : Finolex / RR Cabel

46



elec-8.1.81 Helpers day 1.01 375.00 378.75





3.1.4 (a)

elec-1.5.10 36/0.3mm (2.5 sq.mm ) FRLS copper wire 100 M 1.00 2510.00 2510.00

2510.00



Labour Charges


elec-8.1.75 Semi skilled Electrician day 1 375.00 375.00

elec-8.1.82 Helpers day 0.34 375.00 127.50





3.1.5

elec-1.5.4 56/0.3mm ( 4 sq.mm ) FRLS copper wire 100 M 2.00 3833.00 7666.00elec-1.5.3 1 run of 2.50 sq.mm wire 1 1.00 2510.00 2510.00

10176.00



Labour Charges



elec-8.1.81 Helpers day 1.34 375.00 502.50





3.1.5 (1)

elec-1.5.11 56/0.3mm ( 4 sq.mm ) FRLS copper wire 100 M 1.00 3833.00 3833.00

3833.00


Supply and run of 1 of 36/0.3 mm ( 2.50 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for earth) etc., complete as required for switch board circuit mains.Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton

Supply and run of 2 of 56/0.3 mm ( 4 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for phase and neutral ) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cabel

Supply and run of 1 of 56/0.3 mm ( 4 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for earth) etc., complete as required for switch board circuit mains.Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton

47


Labour Charges



elec-8.1.82 Helpers day 0.50 375.00 187.50





3.1.6


14166.00



Labour Charges



elec-8.1.82 Helpers day 1.34 375.00 502.50





3.1.6 (1)


25822.00



Labour Charges



elec-8.1.81 Helpers day 2.34 375.00 877.50





3.1.7


18060.00



Supply and run of 2 of 84/0.3 mm ( 6 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (phase and neutral ) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cabel

Supply and run of 4 of 84/0.3 mm ( 6 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for earth) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cabel

Supply and run of 2 of 140/0.3 mm ( 10 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (phase and neutral ) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR-Cable

48

Labour Charges



elec-8.1.82 Helpers day 1.00 375.00 375.00





3.1.7 (1)


9030.00



Labour Charges



elec-8.1.81 Helpers day 0.50 375.00 187.50





3.1.8


26460.00



Labour Charges



elec-8.1.82 Helpers day 1.00 375.00 375.00





3.1.8 (1)


13230.00

Supply and run of 1 of 140/0.3 mm ( 10 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for earth) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cable

Supply and run of 2 of 126/0.4 mm ( 16 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (phase and neutral ) etc., complete as required for switch board circuit mains.Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton

Supply and run of 1 of 126/0.4 mm ( 16 sq.mm) FRLS PVC insulated flexible copper cable in existing conduit pipe for circuit mains including labour charges (for earth) etc., complete as required for switch board circuit mains.Makes of Wires : Polycab / Havells / SunCab / Fortune Art / Paragon / HPL / L&T / Power flex / RPG / Anchor / Bonton

49



Labour Charges



elec-8.1.82 Helpers day 0.50 375.00 187.50




Rate per Meter= C/100

3.1.4 ( 1)

elec-1.5.3 2 run of 2.5 sq.mm wire 1 2.00 2510.00 5020.00

elec-1.5.1 1 run of 1 sq.mm wire 1 1.00 1051.00 1051.00

6071.00



Labour Charges

elec-8.1.74 Skilled Electrician (0.67 + 0.34) day 1.005 480.00 482.40

elec-8.1.75 Semi skilled Electrician (2 + 1) day 3.000 375.00 1125.00

elec-8.1.81 Helpers (0.67 + 0.34) day 1.005 375.00 376.87





3.1.5 (2)



10176.00



Labour Charges .



elec-8.1.81 Helpers (1.0 + 0.34) day 1.34 375.00 502.50





3.1.6 (2)


Supply and run of 2 of 2.5 sq.mm FRLS PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing PVC/ MS conduit pipe for circuit mains including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cable

Supply and run of 2 of 4 sq.mm FRLS PVC insulated flexible copper cable and one run of 2.5 sq.mm flexible copper wire for earthing in existing PVC/ MS conduit pipe for circuit mains including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains. Makes of Wires : Finolex / RR Cable

Supply & run of 2 of 6.0 Sqmm(84/0.3mm) PVC insulated flexible copper cable and one run of 2.5 Sqmm flexible PVC insulated copper cable for earthing in the existing conduit pipe for AC points & SDB's etc as required. Makes of Wires :Finolex / RR Cable

50


14166.00



Labour Charges



elec-8.1.81 Helpers (1.0 + 0.34) day 1.34 375.00 502.50





3.1.6 (3)



25822.00



Labour Charges



elec-8.1.81 Helpers (2.0 + 0.34) day 2.50 375.00 937.50





19


elec-1.5.6 100 M 4.00 9030.00 36120.00

elec-1.5.4 56/0.3mm 4.00 sqmm) FRLS PVC copper cable 100 M 1.00 3383.00 3383.00


elec-8.1.74 Skilled Electrician (2.0 + 0.5) day 2.00 480.00 960.00elec-8.1.75 Semi skilled Electrician (6 + 1.5) day 6.00 375.00 2250.00elec-8.1.81 Helpers (2.0 + 0.5) day 2.00 375.00 750.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 3960.00 0.00SundriesC) Cost for 100 RM 43463.00

Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable and 1 run of 2.5 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for Lighting Distribution boards.Makes of Wires : Finolex / RR Cable

Supply and run of 4 of 10 Sq mm FRLS PVC insulated flexible copper cable with 1 No 4.00 Sq.mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for PDB's and AC DBS. Makes of Wires :Finolex / RR Cable

126/0.4mm (10 Sq.mm) FRLS PVC flexible copper cable

51

Rate per Metre = C/100 434.65Note : Labour Charges considered for 100 M / day

2.1.4

Taking Output = eacha) Material

elec-1.7.4 6A 3 pin / 2 pin Socket each 1.00 27.00 27.00elec-1.7.1 6A 1 way flush type switch each 1.00 18.00 18.00

45.00Add contr profit @14% on material 0.00 0.00Total material cost 45.00b) Labour charges : .

elec-8.1.74 Skilled Electrician day 0.067 480.00 32.16elec-8.1.81 Helpers day 0.067 375.00 25.13

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 57.29 0.00Rate per each 102.30

2.1.4(a)


elec-1.7.4 6A 3 pin / 2 pin Socket each 3.00 27.00 81.00elec-1.7.1 6A 1 way flush type switch each 3.00 18.00 54.00elec-8.1.51 25 x 20 cms (10" x8") Hylam sheet 3mm thick Sq.in 100.00 0.61 61.00

196.00Add contr profit @14% on material 0.00 0.00Total material cost 196.00b) Labour charges : .



2.1.3

Taking Output = 15 Pointsa) Material

elec-1.5.1 14/0.3mm PVC FR flexible copper wire 100 M 1.00 1051.00 1051.00elec-1.7.1 6Aswitches @18/- each each 15.00 18.00 270.00elec-1.7.4 6A 3 pin / 2 Pin Socket each 15.00 27.00 405.00


elec-8.1.74 Skilled Electrician day 1.50 480.00 720.00elec-8.1.75 Semi skilled Electrician day 1.50 375.00 562.50

Supply and fixing of 6A 3/2 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : Anchor / Gold Medal Olive /Million Zoom

Note : Labour Charges proposed for 1point considering 15 per day

Supply and fixing of 3 Nos 6A 3 pin wall plug socket with 3 Nos. 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor Penta Cherry / Gold Medal Olive / Million Zoom

Note : Labour Charges proposed for 1point considering 15 per dayWiring with 2 of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R.L.S flexible copper cable (ISI MARK) in existing pipe with 6A switch control and 3/2 pin sockets fixing on separate board including all labour charges etc., complete. Makes of Wires : Finolex / RR Cable

52

elec-8.1.81 Helpers day 1.50 375.00 562.50Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 1845.00 0.00C) Cost for 15 Points 3571.00Rate per Points = C/15 238.10

12

Taking Output = each

a) Materialelec-1.3.4 6 Module Galvanized Metal Boxes Horizontal / Verticle each 1.00 137.00 137.00

elec-8.1.51 25 x 20 cms (10" x8") Hylam sheet 3mm thick Sq.in 50.00 0.61 30.50

elec-1.7.10 16A 3 pin / 6A 3pin plug socket (2 in 1) each 1.00 102.00 102.00

Elec1-7-8 16A flush type switch each 1.00 65.00 65.00

334.50



b) Labour charges :Skilled Electrician day 0.10 480.00 48.00

elec-8.1.77 Semi Skilled Electrician day 0.10 375.00 37.50elec-8.1.81 Helpers day 0.10 375.00 37.50

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 123.00 0.00Rate per each 457.50Note : Labour Charges proposed for 10 jobs per day

20

a) Materialelec-2.12.67 Nos 1.00 590.00 590.00

ele-2.9.9 10/16/20A SP MCB Nos 1.00 162.00 162.00752.00

Add contr profit @14% on material 0.00 0.00Total material cost 752.00b) Labour charges :

elec-8.1.74 Skilled Electrician Nos 0.25 480.00 120.00elec-8.1.75 Semi skilled Electrician Nos 0.25 375.00 93.75elec-8.1.81 Helpers Nos 0.25 375.00 93.75

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 307.50 0.00

LS 130.00

Rate per each 1189.50Note : 1. Labour Charges considered for 4 jobs / day2. For concealing, add the following:a 1No. Semi skilled mason b 1/4 bag cement

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete.Makes : Anchor Penta Cherry / Gold Medal /Million Zoom

Supply and fixing Distribution board with 20A single phase plug and Socket, in sheet steel enclosure with 10/16/20A SP MCB including internal connection and labour charges for flush mounting etc., completeMakes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma

1 Phase Distribution board with 20A plug and socket.

Sundries such as Cement, Sand, T.W. Plugs, Screws etc.,

53

21

A


elec.2.12.42 each 1.00 2200.00 2200.00

elec-2.10.14 40A, 4 Pole Isolator each 1.00 678.00 678.00elec-2.9.9 10kA - 6-32A range SP MCBs each 12.00 162.00 1944.00


elec-8.1.74 Skilled Electrician day 0.50 480.00 240.00elec-8.1.75 Semi Skilled Electrician day 1.00 375.00 375.00elec-8.1.82 Helpers day 1.00 375.00 375.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 990.00 0.00Sundries such as TW Plugs, Screws Cement etc, LS 15.00 15.00

Rate per each 5827.00Note : Labour Charges considered for 2 jobs / day

A


elec.2.12.39 each 1.00 2491.00 2491.00






Supply and fixing 4 Way TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase 40 A FP Isolator as incomer and 12 Nos 6-32 A 10kA SP MCBs as outing goings including internal connection and labour charges for flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma

40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB / FP Isolator as incommer.



4way TPN, D.B with IP-20 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

54

B


elec.2.12.42 each 1.00 2491.00 2491.00






B -2


elec.2.12.42 each 1.00 2491.00 2491.00












55

22

B


elec-2.12.11 each 1.00 1245.00 1245.00

elec-2.10.10 40A D.P.Isolator each 1.00 367.00 367.00elec-2.9.9 10 kA - 6-32A range SP MCBs each 6.00 201.00 1206.00



Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 802.50 0.00Sundries such as hardware, cement etc, LS 9.50 9.50Rate per each 3630.00Note : Labour Charges considered for 2 jobs / day

22

B


elec-2.12.8 each 1.00 606.00 606.00

elec-2.10.10 40A D.P.Isolator each 1.00 367.00 367.00elec-2.9.9 10 kA - 6-32A range SP MCBs each 6.00 201.00 1206.00



Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 802.50 0.00Sundries such as hardware, cement etc, LS 5.00 5.00Rate per each 2986.50Note : Labour Charges considered for 2 jobs / day

Supply and fixing 8 way SPN Distribution board with IP-43 protection (Metal Door) suitable for 1 No. 40A single phase DP Isolator as incomer and 6 Nos 6-32 A 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma

40A DP Isolator / RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 6Nos for outgoing.

SPN 8 way D.B with IP-43 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.

Supply and fixing 8 way SPN Distribution board with IP-20 protection (Metal Door) suitable for 1 No. 40A single phase DP Isolator as incomer and 6 Nos 6-32 A 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma

40A DP Isolator / RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 6Nos for outgoing.

SPN 8 way D.B with IP-20 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.

56

23

B 8 way TPN Vertical DB a) Material

elec.2.12.50 Nos 1.00 9823.00 9823.00

elec-2.8.13 125 Amps, 4 Pole , 25 kA MCCB Nos 1.00 7194.00 7194.00elec-2.9.14 10 kA, 63A TP MCBs: Nos 8.00 1477.00 11816.00elec-2.9.9 10kA, 6 to 32A SP MCBs: Nos 0.00 201.00 0.00



Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 1230.00 0.00Sundries such as T.W. Plugs, Screws, Cement etc., LS 19.00 19.00

Rate per each 30082.00Note : 1. Labour Charges considered for 1 jobs / day Say 30082.00

a 1No. Semi skilled mason b 1/4 bag cement

23


elec.2.12.50 Nos 1.00 9823.00 9823.00

elec-2.8.13 125 Amps, 4 Pole , 25 kA MCCB Nos 1.00 7194.00 7194.00elec-2.9.14 10 kA, 63A TP MCBs: Nos 4.00 1477.00 5908.00elec-2.9.9 10kA, 6 to 32A SP MCBs: Nos 12.00 201.00 2412.00





Supply and fixing 8 way TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 8Nos 63A TP MCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma

6 Way TPN Vertical DB with IP -43 (Metal door) protection suitable for 125A, 4 Pole, 25kA MCCB as incomer.

2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add the following:

Supply and fixing 8 way TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma


57


23


elec.2.12.35 Nos 1.00 9823.00 9823.00

elec-2.8.12 63 Amps, 4 Pole , 25 kA MCCB Nos 1.00 5668.00 5668.00elec-2.9.6 10 kA, 63A TP MCBs: Nos 1477.00 0.00elec-2.9.9 10kA, 6 to 32A SP MCBs: Nos 24.00 162.00 3888.00






26

a) Materialelec.8.1.52 cum 0.85 0.00 0.00

cum 0.90 0.00 0.00

1.00 0.00 0.00

elec.8.1.58 40mm dia 'B' Class G.I pipe Mtr 2.50 355.00 887.50Each 1.00 75.00 75.00

elec.8.1.59 Each 16.00 6.00 96.00

elec-8.1.12 G.I Nuts, Bolts an Washers Set 4.00 13.00 52.00elec.8.1.61 18" dia hume pipe ring Each 1.00 220.00 220.00elec-8.1.13 Hard Coke Kg 40.00 9.00 360.00elec-8.1.14 Salt Kg 20.00 4.00 80.00

1770.50


Supply and fixing 8 way TPN - Vertical type Distribution board with IP -43 Protection with 1 No. 63A FP MCCB as incomer with 24 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes : L&T Exora /Siemens / GE /ABB /Standard / Havells / HPL / Indo Asain / Toyoma



Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.6 x 0.9 m

Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)

25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling

25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") lengthDrilling of 16 Nos through holes of 12mm dia to G.I pipe

58

Add contr profit @14% on material 0.00 0.00Total material cost 1770.50b) labour charges for fixing pipe ring and connections

elec-8.1.75 Semi skilled Electrician Nos 0.50 375.00 187.50elec-8.1.82 Helpers Nos 0.50 375.00 187.50

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 375.00 0.00Sundries Rate per each 2145.50

Say 2145.50

27

a) Materialelec-8.1.45 No.8 SWG G.I wire 100 M Length (0.104 Kg / Mtr) Kg 10.40 68.00 707.20

elec-8.1.07 U' Nails 100Nos 1.50 44.00 66.00773.20

Add contr profit @14% on material 0.00 0.00Total for material 773.20b) labour charges

elec-8.1.82 Helpers day 2.00 375.00 750.00

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 750.00 0.00C) Cost for 100 M 1523.20Rate per mtr c/100 15.25

28

a) Materialelec-3.6.5 4' x 40 watts box type flourscent light fitting. each 1.00 1060.00 1060.00

elec-3.7.16 Lamp cost of 40W each 1.00 45.00 45.00elec-8.1.31 Tw Round blocks each 2.00 7.00 14.00

Elec-1.4.34 screws with rawal plugs each 2.00 0.00 0Elec-1.6.8 23/0060 twin core flexible copper cable M 1.50 0.00 0

Rate per each 1119.00Add contr profit @14% on material 0.00 0.00

Total for material 1119.00

a) Labour charges elec-8.1.74 Skilled Electrician day 0.100 480.00 48.00

elec-8.1.75 Semi Skilled Electrician day 0.100 375.00 37.50


7.9.3

Rate per eacha) Material

Elec-1.6.8 23/0060 twin core flexible copper cable M 1.0 1040.00 10.4

Supply and Run of No.8 SWG G.I wire including cost of all accessories and labour charges etc., complete.

Supply, Transportation and fixing of 4' of 1x 36/ 40 Watt Box type Tube Light luminaire powder coated CRCA sheet steel housing with electronic ballast suitable for 40 Watt tube including all labour charges for fixing fitting on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. Makes: Surya / Havells / HPL / Fortune Art

Fixing of 40W tube light luminaire on wall / Ceiling with TW round blocks with all accessories including giving connections and all labour charges etc., complete.

59

Elec-1.4.34 screws with rawal plugs each 2.0 54.00 1.08Elec-8.1.35 T.W round blocks each 2.0 7.00 14

Cement and sand etc., LS 5.6 2.1127.59

Add contr profit @14% on material 0.00 0.00Total for material 29.70b) Labour charges :

elec-8.1.74 Skilled Electrician/carpenter day 0.10 480.00 48elec-8.1.75 Semi skilled Electrician / Helper day 0.10 375.00 37.5


Note : Labour Charges considered for 10 fixtures / day .

29


a) Materialelec-1.7.15 PVC batten holder each 1.00 20.00 20.00elec-3.7.1 13w CFL lights each 1.00 110.00 110.00

elec-1.7.13 Deduct Cost of Ceiling Rose each 1.00 21.00 -21.00109.00

Add contr profit @14% on material 0.00 0.00Total for material 109.00b) Labour charges :



2. Labour Charges proposed for 20 jobs per day

30


a) Material

elec-1.7.20 Call bell each 1.00 102.00 102.00

elec-1.4.11 8"x6" decolam block each 1.00 44.00 44.00

146.00



b) Labour charges :


elec-8.1.82 Helpers day 0.062 345.00 21.39



Rate per each 197.15

Note : 1. The Cost of Ceiling Rose may be deducted in view of holder.

Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 13w CFL lights (for new installation).Makes : Gold Medal Olive /Million Zoom / Anchor Penta Cherry

Note : 1. The Cost of Ceiling Rose may be deducted in view of holder.

Supply and fixing of call bell on 6"x8" decolam block including giving connections, cost of all accessories and labour charges etc., complete. Make : Anchor/Goldmedal/Million / Million / Vimal / Maru

60

31


a) Material

elec-1.7.22 Ding dong bell each 1.00 102.00 102

elec-1.4.11 6"x8" decolam block each 1.00 39.60 39.6

141.6



b) Labour charges :


elec-8.1.82 Helpers day 0.062 345.00 21.39



Rate per each 192.75

32

a) Materialelec-5.1.1 1200 mm (48") Ceiling Fan each 1.00 1600.00 1600.00

Transportation Charges on Unit Cost 1% 16.00 16.001616.00

Add contr profit @14% on material 0.00 0.00Total material cost 1616.00

B

a) Materialelec-5.1.2 1200 mm (48") Ceiling Fan each 1.00 1825.00 1825.00

Transportation Charges on Unit Cost 1% 18.25 18.251843.25

Add contr profit @14% on material 0.00 0.00Total material cost 1843.25

33

a) Material

elec-1.7.12 Steeped type Electronics type Regulator M 1.00 220.00 220.00



b) Labour charges.


Sundries. 21.20



Rate per Each 278.70

Supply and fixing of Ding dong on 6"x8" decolam block including giving connections, cost of all accessories and labour charges etc., complete. Make : Anchor/Goldmedal/Million / Million / Vimal / Maru

Supply of 1200 mm (48") sweep ISI mark ceiling Fan as per IS 374- 1979 and operating on 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories. Brown color Makes: Crompton / Bajaj Kassels 50 / Usha Atom

Supply of 1200 mm (48") sweep IS 374 -1979 and 5 Star rated ceiling Fan and operating on 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton High Speed Plus / Bajaj Electra 50 / Orient Energy Star / Havells ES 50

Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board. Make : Anchor Penta Cherry / Gold Medal Olive / Million Zoom

61

Note : Labour is Considered for 10 jobs / day

34 Labour Charges

a) Material

elec-1.6.8 23/0060 Twin Core wire 100 M 1.00 1040.00 1040.00

LS 1.00 3.00 3.00

1043.00



b) Labour charges.


elec-8.1.82 Helper day 0.125 345.00 43.13



1141.13


Note : Labour is Considered for 8 fans / day

35

a) Material

elec-5.1.11 300mm (12") 1350 RPM H.D. Exhaust Fan each 1.00 2645.00 2645.00

Transportation Charges on Unit Cost 1% 26.45 26.45




36

a) Materialelec-1.6.8 23/0060 Twin flat wire 100 M 1.00 1040.00 1040.00

elec-8.1.50 Cement kg 1.00 6.60 6.601046.60

Add contr profit @14% on material 0.00 0.00Total for material 1046.60b) Labour charges.

elec-8.1.74 Skilled Electrician day 0.25 440.00 110.00elec-8.1.82 Helper day 0.25 345.00 86.25elec-8.1.76 Mason day 0.25 385.00 96.25

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 292.50 0.00Sundries such as Sand, Bolt, Nuts etc., LS 1 24.34 24.34

1363.44Rate per Each 227.24Note :1. Labour is Considered for 6 jobs / day

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

Unforseen item works, such as painting to down rod, screws etc.,

Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Almounard / Havells Turbo Force

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

62

37

a) Materialelec-3.1.1 1x40W WP flourscent street light fitting. each 1.00 1400.00 1400.00elec-3.7.7 Lamp cost of 40W each 1.00 45.00 45.00

1445.00Add contr profit @14% on material 0.00 0.00Total for material 1445.00

38

a) Materialelec-8.1.55 25mm dia G.I pipe light grade M 1.00 226.00 226.00elec-1.6.8 23/0060 twin core flexible copper cable M 10.00 10.40 104.00

Pipe bending charges LS 1.00 25.00 25.00M.S flat and welding charges LS 1.00 35.00 35.00

390.00Add contr profit @14% on material 0.00 0.00Total for material 390.00b) Labour charges

elec-8.1.74 Skilled Electrician/carpenter day 0.20 440.00 88.00elec-8.1.76 Mason day 0.20 385.00 77.00elec-8.1.75 Semi skilled Electrician / Helper day 0.20 345.00 69.00


39

a) Materialelec-3.1.7 each 1.00 5327.00 5327.00

elec-3.4.10 150W HPSV lamp each 1.00 710.00 710.006037.00

Add contr profit @14% on material 0.00 0.00Total for material 6037.00Rate per each 6037.00

40

a) Material

2. Cost of louver shutter may be added if required.3. If hole is already made available, labour charges of Mason shall be deleted.

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.Makes: Phillips / GE / Wipro

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Note : Labour Charges considered for 5 fixtures / day .

Supply of Integral street light luminaire of 150W HPSV lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W HPSV lamp etc., complete.Makes: Phillips / GE /Wipro / Bajaj / Crompton

150W HPSV Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics

Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete.

63

elec.8.1.57 40mm G.I pipe for Bracket M 1.00 355.00 355.00elec.1.5.3 2.5 Sq.mm flexible copper cable M 4.00 25.10 100.40

455.40Add contr profit @14% on material 0.00 0.00

455.40Pipe bending charges LS 1.00 25.00 25.00

elec-8.1.74 Skilled Electrician day 0.25 440.00 110.00elec-8.1.83 Carpenter day 0.25 385.00 96.25elec-8.1.82 Helper day 0.25 345.00 86.25elec.8.1.78 Welder day 0.25 385.00 96.25

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 278.75 0.00Rate per each 869.15Note : Labour Charges considered for 4Nos MV / SV / MH in

41


elec-7.1.1 2 pair telephone wire 100 M 1.00 1010.00 1010.00Add contr profit @14% on material 0.00 0.00Total for material 1010.00b) Labour charges :


Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 641.90 0.00Sundries

C) Cost for 100 RM 1651.90Rate per Metre = C/100 16.55Note : Labour Charges considered for 150 M / day

42


elec-1.7.16 telephone jack type socket 1.00 48.00 48.00elec-1.3.1 MS box 1.00 57.00 57.00elec-1.4.1 4x4 sunglass delux board 1.00 14.00 14.00

119.00Add contr profit @14% on material 0.00 0.00Total for material 119.00b) Labour charges :


Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 116.00 0.00SundriesC) Cost for each 235.00

b) Labour charges for Antitiling MS flat / welding charges & fixing

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe withconnectionsetc.,complete Makes: Million / Finolex / Delton / Surabi / Polycab / Nakoda

Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

64

42 (a)elec-7.1.9 1.00 200.00 200.00

43


a) Material

elec-7.1.3 cat-6 (A) UTP LAN cable 100 M 1.00 2580.00 2580.00



b) Labour charges :



elec-8.1.82 Helpers day 0.34 345.00 117.30



Sundries

C) Cost for 100 RM 3221.90

Rate per Metre = C/100 32.25

Note : Labour Charges considered for 150 M / day

44

a) Material

elec-7.1.4 cat-6 RJ 45 information oulet 1.00 340.00 340.00

elec-1.3.1 MS box 1.00 57.00 57.00

0.00

397.00



b) Labour charges :



elec-8.1.82 Helpers day 0.12 345.00 41.40



Sundries

C) Cost for each 601.40

45


a) Material

ELEC-7.1.3 RG6 lan cable cat-6 UTP cable 100 M 1.0 2580.00 2580.00Add contr profit @14% on material 0.00 0.00Total for material 2580.00

b) Labour charges :


Supply of 3 feet length patch cords of make D link make / Beldan / Krone

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/ AMP /Molex

Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

Supply and laying of lan cable cat-6 UTP cable in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: AMP/D-LINK/MOLEX/LEGRAND/KRONE.

65


elec-8.1.82 Helpers day 0.34 345.00 117.30



Sundries

C) Cost for 100 RM 3221.90

Rate per Metre = C/100 32.25

Note : Labour Charges considered for 150 M / day

46

a) Material

elec1.7.17 TV socket outlet 1.00 26.00 26.00

elec-1.3.1 MS box 1.00 63.00 63.00

elec-1.4.3 6" X 6" sunglass delux board 1.00 25.00 25.00

114.00



b) Labour charges :



elec-8.1.82 Helpers day 0.04 345.00 13.80



Sundries

C) Cost for each 160.40

21

A 24 switchTaking Output = eacha) Material

elec-7.1.5 24 port switch each 1.00 5200.00 5200.00each 0.00each 0.00





21

A 24 switchTaking Output = each

Supply and fixing of TV antenna outlet with MS box with cover with screws connections etc., Makes: Goldmedal olive/Million zoom/Vimal opel/Maru montero/Anchor

Supply and fixing of 24 port switches of D link/ AMP/ Krone make including making connections and etc., complete

Supply of 17U floor mounting net work rack with power spike including all accessries of make HCL / Vall

66

a) Materialelec-7.1.24 17U floor mounting rack each 1.00 10125.00 10125.00

each 0.00each 0.00





elec-4.1.43 3.5 Core 240.00 Sq.mm. Rmt 1.00 1023.00 1023.00Add contr profit @14% on material 0.00 0.00Total for material 1023.00




elec-4.1.32 3.5 Core 95.00 Sq.mm. Rmt 1.00 547.00 547.00Add contr profit @14% on material 0.00 0.00

Supply of 240 Sq. mm 3.5 Core XLPE insulated 1100 Volts grade armoured alluminium cable as per specification confirming of IS 7098 (Part - I) conductor complete Make: PolyCab / RPG / Finolex / Havells / Paragon / V- Guard / Fortune Art / Gloster / Suncab





67












Supply of 16 Sq. mm 4 Core XLPE insulated 1100 Volts grade armoured alluminium cable as per specification confirming of IS 7098 (Part - I) conductor complete Make: PolyCab / RPG / Finolex / Havells / Paragon / V- Guard / Fortune Art / Gloster / Suncab



68




elec-4.1.2 2 Core 4.00 Sq.mm. Rmt 1.00 78.00 78.00Add contr profit @14% on material 0.00 0.00Total for material 78.00

47










Supply of the following XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: PolyCab / RPG / Finolex / Havells / Paragon / V- Guard / Fortune Art / Gloster / Suncab

69

48

elec-8.1.52 cum 1.00 110.00 110.00

elec-8.1.54 Cost of bricks (Civil SSR) 1.00 5427.01 5427.01

elec-8.1.53 cum 1.00 680.21 680.21

elec-8.1.50 Kg 25.00 6.45 161.25

elec-8.1.27 each 12.00 83.00 996.00

7374.47



elec-8.1.84 each 2.50 320.00 800.00


elec-8.1.81 day 2.00 375.00 750.00

elec-8.1.84 day 2.00 320.00 640.00



10044.47

Rate per Mtr 100.45

48

elec-8.1.52 cum 1.00 110.00 110.00

elec-8.1.54 Cost of bricks (Civil SSR) 1.00 5427.01 5427.01

elec-8.1.53 cum 1.00 680.21 680.21

elec-8.1.50 Kg 25.00 6.45 161.25

elec-8.1.27 each 12.00 83.00 996.00

7374.47



elec-8.1.84 each 2.50 320.00 800.00


elec-8.1.81 day 2.00 375.00 750.00

elec-8.1.85 day 2.00 320.00 640.00



10044.47

Earth work excavation of Trench in hard ground soil, laying of U.G cables from 70 sqm to 400 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.

a) Material

Excavation of earth 100 x 0.3 X 0.9 m

1000 Nos

Cost of sand (Civil SSR)

Cement (Civil SSR)

Cost of cable route indicator

b) Labour charges for laying cable.

Man Mazdoor for spreading the sand and back filling the excavated soil.

Helper

Man Mazdoor for concreting and embedding of cable way indicators

Sundires and Rounding off

Rate per 100mts

Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.

a) Material

Excavation of earth 100 x 0.3 X 0.9 m

1000 Nos

Cost of sand (Civil SSR)

Cement (Civil SSR)

Cost of cable route indicator

b) Labour charges for laying cable.

Man Mazdoor for spreading the sand and back filling the excavated soil.

Helper

Man Mazdoor for concreting and embedding of cable way indicators

Sundires and Rounding off

Rate per 100mts

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

70

Rate per Mtr 100.45

49

a) Material

elec-8.1.8 Wooden separators each 100.00 165.00 16500.00

elec-1.1.38 100 nos 2.00 446.00 892.00

elec-1.4.34 12mm screws 100 nos 4.00 59.00 236.00

elec-8.1.45 kg 7.00 68.00 476.00

18104.00



elec-8.1.74 day 1.00 480.00 480.00

elec-8.1.82 day 4.00 375.00 1500.00



21.00

20105.00

201.05

50

a) Material

elec-2.6.4 100 A Fuse units each 3.00 484.00 1452.00

100 A neutral links each 1.00 118.00 118.00

elec-1.4.31 T.W blocks ( 12" x 15" ) each 1.00 109.00 109.00

1679.00



elec-8.1.74 day 1.00 480.00 480.00

elec-8.1.82 day 4.00 375.00 1500.00



50.00

3709.00

51

a) Material

elec-6.3.11 Single phase energy meterof 40A rating each 1.00 1050.00 1050.00

elec-2.6.1 32 A Fuse units each 1.00 99.00 99.00

elec-1.3.12 MS box 300mmx250mm each 1.00 236.00 236.00

1385.00


Labour charges for run of U.G cable on wall / existing pipe with necessary fixing arrangments such as saddles, clamps,wooden separators etc., (as directed by departmental official) with No.10 SWG G.I wire for eath connections for the cables.

saddles of required size

No.10 SWG GI wire

b) Labour charges

Skilled Electrician

Helper

Sundires such as Cement, Sand etc.,

Rate per Each

Note : Labour Charges Considered for 100 Mts / day

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

b) Labour charges

Skilled Electrician

Helper


Rate per Each

Supply and Fixing of Single phase Electronic energy meter of 40A rating in a M.S Box,including 1 No 32 A fuse units, Neutral link etc. on T.W block with all accessaries etc., complete for finished items of work. Make: HPL / Conzeru/AE makes

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

71


elec-8.1.74 day 1.00 480.00 480.00

elec-8.1.82 day 0.33 375.00 123.75



50.00

2038.75

52

a) Material

elec-5.2.2 25 ltr water heater each 1.00 10438.00 10438.00

transportation charges on unit cost 2% 208.76

elec-5.3.4 Hose pipe PVC/Nylon nos 2.00 158.00 316.00

10962.76




elec-8.1.82 day 0.25 375.00 93.75



25.00

11201.55

53

a) Material

each 1.00 34325.00 34325.00

34325.00

54

A.Materialelec-8.1.25 Fan hook box each 1.00 88.00 88.00

Add contr profit @14% on material 0.00 0.00Total for material 88.00

elec-8.1.74 day 0.05 480.00 24.00elec-8.1.82 day 0.05 375.00 18.75

Add area allowence on labour charges @ 0% 0.00Add contr profit @14% on Labour 0% 42.75 0.00Rate for each 130.75

b) Labour charges

Skilled Electrician

Helper


Rate per Each

Supply and erecting ISI Mark 25 Ltrs Water heater with multiple safety system, rust free ABS plastic body, 230V, 50Hz.., A.C. supply with inlet and outlet connections with pvc/ nylon / metallic hose pipe, thermostat control and thermal cutoff with 3 core P.V.C. flexible wire leads duly tested including cost of all materials and all labour charges etc., complete.Make: VENUS / RACOLD / BAJAJ / USHA

b) Labour charges

Helper

Sundires such as anchor bolts ,gutties etc.,

Supply,Transportation and erection of self contained drinking Water Cooler partial stainless steel confirming to IS : 1475 / 78 with amendment No. 1 to 7 with 40 Lts cooling capacity and 80 Lts of storage capacity for operation on 230V + 10%, 50 Hz.. single Phase A.C. Supply.(Make: USHA/VOLTAS/BLUE STAR)

As per MR

Rate per Each

Supply and fixing of concealed box PVC/MS with hook for fan

b) Labour chargesSkilled ElectricianHelper

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

mailto:VAT@%204%25

72

11.3.2

a) Materialeach 1.00

23362.00 23362.00Special M.S. clamps with bolts and nuts each 2.00 80.00 160.00Transportation Charges on Unit Cost 2% 467.24

Skilled Fitter day 1.00 400.00 400.00Helper day 2.00 320.00 640.00Plumber day 1.00 400.00 400.00

1440.00 720.00Sundries and rouding off LSRate per Each 26149.24

11.3.2

a) Materialeach 1.00

18857.00 18857.00Special M.S. clamps with bolts and nuts each 2.00 80.00 160.00Transportation Charges on Unit Cost 2% 377.14



11.3.2

a) Materialeach 1.00 25724.00

25724.00Special M.S. clamps with bolts and nuts each 2.00 80.00 160.00Transportation Charges on Unit Cost 2% 514.48

Supply and erecting, ISI mark submersible 2.0 HP, 3 Phase, 25 stages pumpset suitable for 156mm dia borewell with high quality water resistant and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.

2HP, 1 Ph 3 stage submerisible pump set including all taxes

b) Labour charges for erection of pump set including pipe connection for suction & delivery

Hire charges of tripod with winch 50% of Labour charges


1.5HP, 1 Ph 3 stage submerisible pump set including all taxes




3 HP, 3 Ph 3 stage submerisible pump set including all taxes

Assistant Engineer ,A.P.E.W.I.D.Corporation,

NELLORE.

Deputy Executive Engineer ,

A.P.E.W.I.D.Corporation,

South Sub-Division ,

N E L L O R E.

Executive Engineer ,A.P.E.W.I.D.Corporation,

N E L L O R E .

Assistant Engineer ,A.P.E.W.I.D.Corporation,

NELLORE.

Deputy Executive Engineer ,

A.P.E.W.I.D.Corporation,

South Sub-Division ,

N E L L O R E.

Executive Engineer ,A.P.E.W.I.D.Corporation,

N E L L O R E .

73



11.3.2

a) Materialeach 1.00 32373.00 32373.00

Special M.S. clamps with bolts and nuts each 2.00 80.00 160.00Transportation Charges on Unit Cost 2% 647.46






5 HP, 3 Ph 3 stage submerisible pump set including all taxes






WS-Data 74 of 133

WATER SUPPLY AND SANITARY DATASAREA ALLOWENCE 25%ADD OVERHEADS 13.61%

DESCRIPTION ITEM CODE UNIT RATE PER UNIT Amount (Rs.)

1

a) 101.60 mm dia SWG pipe upto 3' depth BMW-A.02 1.00 Rmt 408.00 1.00 Rmt 408.00Area allowence on labour charges BMW-A.05 25% 232.00 1.00 0.00 58.00

466.00add overheads @ 0.14 63.45

Total rate per 1 Rmt 529.45

b) 152.40mm dia SWG pipe upto 5' depth BMW-A.03 1.00 Rmt 680.00 1.00 Rmt 680.00Area allowence on labour charges BMW-A.06 25% 288.00 1.00 0.00 72.00

752.00add overheads @ 0.14 102.38


c) 101.60 mm dia SWG pipe upto 5' depth BMW-A.01 1.00 Rmt 466.00 1.00 Rmt 466.00Area allowence on labour charges BMW-A.06 25% 288.00 1.00 0.00 72.00

538.00add overheads @ 0.14 73.25


d) 152.40mm dia SWG pipe upto 3' depth BMW-A.04 1.00 Rmt 614.00 1.00 Rmt 614.00Area allowence on labour charges BMW-A.05 25% 232.00 1.00 0.00 58.00

672.00add overheads @ 0.14 91.49


2

basic rate as per ssr item BMW-B.03 1.00 Nos 6237.00 1.00 Nos 6237.00Area allowence on labour charges 25% 0.00 1.00 0.00 0.00

6237.00add overheads @ 0.14 849.17

Total rate per 1 Nos 7086.20

3


10181.00add overheads @ 0.14 1386.14



Sl. No.

COEFFICIENT

Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

WS-Data 75 of 133

DESCRIPTION ITEM CODE UNIT RATE PER UNIT Amount (Rs.)Sl. No.

COEFFICIENT

4


10590.00add overheads @ 0.14 1441.83


5


6730.00add overheads @ 0.14 916.29


6

Basic rate as per ssr item BMW-A.72 1.00 Nos 568.00 1.00 Nos 568.00Area allowence on labour charges BMW-A.74 25% 30.00 1.00 0.00 7.50

575.50add overheads @ 0.14 78.35


7

A Basic rate as per ssr item BMW-D24 1.00 Nos 1782.00 1.00 Nos 1782.00Area allowence on labour charges BMW-D28 25% 377.00 1.00 0.00 94.25

1876.25add overheads @ 0.14 255.45


BBMW-I48 1.00 Nos 102.00 1.00 Nos 102.00

Area allowence on labour charges BMW-I49 25% 20.00 1.00 0.00 5.00107.00

add overheads @ 0.14 14.57Total rate per 1 Nos 121.60

CBMW-E 05 1.00 Nos 474.00 1.00 Nos 474.00

Area allowence on labour charges BMW-E 06 25% 43.00 1.00 0.00 10.75484.75

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127 with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and fitted with 304.8 mm x 225.6 mm(12" x 9") CI frame and hinged cover and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. SSR ITEM NO.527

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

Basic rate as per ssr item 12.7MM DIA PVC conection with brass union nut CP coated

Basic rate as per ssr item 12.7 MM ANGLE STOP COCK first quality Indian make 400 gms Seiko

WS-Data 76 of 133


COEFFICIENT

add overheads @ 0.14 66.00Total rate per 1 Nos 550.75

D

BMW-E31 1.00 Nos 237.00 1.00 Nos 237.00Area allowence on labour charges BMW-E32 25% 29.00 1.00 0.00 7.25

244.25add overheads @ 0.14 33.25


EBMW-G05 1.00 Nos 26.00 1.00 Nos 26.00

Area allowence on labour charges 25% 0.00 1.00 0.00 0.0026.00

add overheads @ 0.14 3.54Total rate per 1 Nos 29.55TOTAL COST (A+B+C+D+E) Rs 3111.10

8

Basic rate as per ssr item BMW-I28 1.00 Nos 243.00 1.00 Nos 243.00Area allowence on labour charges BMW-I29 25% 12.00 1.00 0.00 3.00

246.00add overheads @ 0.14 33.49


9

Basic rate as per ssr item BMW-I 105 1.00 Nos 513.00 1.00 Nos 513.00Area allowence on labour charges BMW-I106 25% 116.00 1.00 0.00 29.00

542.00add overheads @ 0.14 73.79


10

Basic rate as per ssr item BMW-I 20 1.00 Nos 164.00 1.00 Nos 164.00Area allowence on labour charges BMW-I 21 25% 44.00 1.00 0.00 11.00

175.00add overheads @ 0.14 23.83


11

a) 300 gramsBasic rate as per ssr item BMW-E 09 1.00 Nos 258.00 1.00 Nos 258.00Area allowence on labour charges BMW-E 10 25% 29.00 1.00 0.00 7.25

265.25add overheads @ 0.14 36.11


b) 400 gms Basic rate as per ssr item BMW-E 07 1.00 Nos 407.00 1.00 Nos 407.00Area allowence on labour charges BMW-E 08 25% 29.00 1.00 0.00 7.25

414.25add overheads @ 0.14 56.40


Basic rate as per ssr item 38.1 MM CP WASTE COUPLING half or full thread 1st quality indian make paryware or equivalent

Basic rate as per ssr item 31.75 MM dia PVC fleible waste pipe of 914.4 mm length of first quality

Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

WS-Data 77 of 133


COEFFICIENT

12

(a) 90mm dia 3 Mts single socket Basic rate as per ssr item BMW-G12 1.00 RM 405.00 3.00 RMT 135.00Area allowence on labour charges BMW 25% 0.00 1.00 0.00 0.00

135.00add overheads @ 0.14 18.38

Total rate per 1 RMT 153.40

(b) 110mm dia 3 Mts single socket

Basic rate as per ssr item BMW-G13 1.00 RM 484.00 3.00 RMT 161.33Area allowence on labour charges BMW 25% RM 0.00 1.00 RM 0.00

161.33add overheads @ 0.14 21.97


13

a) 15.90 mm dia CPVC SDR 13.50Basic rate as per ssr item BMW-I 220 1.00 Rmt 141.00 1.00 Rmt 141.00Area allowence on labour charges BMW-I 415 25% Rmt 31.00 1.00 7.75

148.75add overheads @ 0.14 20.25


b) 22.20 mm dia CPVC SDR 13.50Basic rate as per ssr item BMW-I 221 1.00 Rmt 160.00 1.00 Rmt 160.00Area allowence on labour charges BMW-I 415 25% Rmt 31.00 1.00 Rmt 7.75

167.75add overheads @ 0.14 22.84


c) 28.60 mm dia CPVC SDR 13.50Basic rate as per ssr item BMW-I 222 1.00 Rmt 212.00 1.00 RMT 212.00Area allowence on labour charges BMW-I 415 25% Rmt 31.00 1.00 Rmt 7.75

219.75add overheads @ 0.14 29.92


D 41.30 mm dia CPVC SDR 13.50Basic rate as per ssr item BMW-I 224 1.00 Rmt 360.00 1.00 RMT 360.00Area allowence on labour charges BMW-I 415 25% Rmt 31.00 1.00 Rmt 7.75

367.75add overheads @ 0.14 50.07


E 54 mm dia CPVC SDR 13.50Basic rate as per ssr item BMW-I 225 1.00 Rmt 525.00 1.00 RMT 525.00Area allowence on labour charges BMW-I 415 25% Rmt 31.00 1.00 Rmt 7.75

532.75add overheads @ 0.14 72.53


Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)

Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Pipes with fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

WS-Data 78 of 133


COEFFICIENT

14

15 mm dia nominal boreBasic rate as per ssr item BMW-F21 1.00 Nos 636.00 1.00 Nos 636.00Area allowence on labour charges BMW-F22 25% 44.00 1.00 0.00 11.00

647.00add overheads @ 0.14 88.09

Total rate per 1 No 735.10

15

a) 20mm PPR Ball valveBasic rate as per ssr item BMW-I 403 1.00 Nos 186.00 1.00 Nos 186.00Area allowence on labour charges BMW-F20 25% 44.00 1.00 0.00 11.00

197.00add overheads @ 0.14 26.82

Total rate per 1 No 223.85b) 25mm PPR Ball valve

Basic rate as per ssr item BMW-I 404 1.00 Nos 245.00 1.00 Nos 245.00Area allowence on labour charges BMW-F18 25% 44.00 1.00 0.00 11.00

256.00add overheads @ 0.14 34.85


c) 40 mm PPR Ball valveBasic rate as per ssr item BMW-I 406 1.00 Nos 526.00 1.00 Nos 526.00Area allowence on labour charges BMW-F26 25% 67.00 1.00 0.00 16.75

542.75add overheads @ 0.14 73.90


d) 50 mm PPR Ball valveBasic rate as per ssr item BMW-I 407 1.00 Nos 613.00 1.00 Nos 613.00Area allowence on labour charges BMW-F28 25% 90.00 1.00 0.00 22.50

635.50add overheads @ 0.14 86.52


e) 63 mm PPR Ball valveBasic rate as per ssr item BMW-I 408 1.00 Nos 992.00 1.00 Nos 992.00Area allowence on labour charges BMW-F30 25% 112.00 1.00 0.00 28.00

1020.00add overheads @ 0.14 138.87


16

Basic rate as per ssr item BMW-D33 1.00 Nos 930.00 1.00 Nos 930.00Area allowence on labour charges BMW-D36 25% 150.00 1.00 0.00 37.50

967.50add overheads @ 0.14 131.73


Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.

Supplying and fixing PPR Ball valve as per ISI Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.

Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors

WS-Data 79 of 133


COEFFICIENT

17

Basic rate as per ssr item BMW-i63 1.00 Nos 76.00 1.00 Nos 76.00Area allowence on labour charges BMW-i64 25% 22.00 1.00 0.00 5.50

81.50add overheads @ 0.14 11.10


18

Basic rate as per ssr item BMW-A72 1.00 Nos 568.00 1.00 Nos 568.00Area allowence on labour charges BMW-A74 25% 30.00 1.00 0.00 7.50

575.50add overheads @ 0.14 78.35


18

A Basic rate as per ssr item Nahany trap BMW-G 114 1.00 Nos 112.00 1.00 Nos 112.00Area allowence on labour charges BMW-C42 25% 59.00 1.00 0.00 14.75

126.75add overheads @ 0.14 17.26

Total rate per 1 No 144.05B Basic rate as per ssr item Nahany trap cover BMW-G 121 1.00 Nos 24.00 1.00 Nos 24.00

Area allowence on labour charges BMW-I13 25% 19.00 1.00 0.00 4.7528.75

add overheads @ 0.14 3.91Total rate per 1 No 32.70Total cost (A +B) 176.75

19

Basic rate as per ssr item BMW-d04 1.00 Nos 1584.00 1.00 Nos 1584.00Area allowence on labour charges BMW-d06 25% 377.00 1.00 0.00 94.25

1678.25add overheads @ 0.14 228.49

Total rate per 1 No 1906.75Providing brick masonry seat BMW-d09 1.00 Nos 328.00 1.00 Nos 328.00

add overheads @ 0.14 44.66Total cost (A +B) 2279.41

20

Basic rate as per ssr item BMW-d04 1.00 Nos 1584.00 1.00 Nos 1584.00Area allowence on labour charges BMW-d06 25% 377.00 1.00 0.00 94.25

BMW-G08 1.00 Nos 1455.00 1.00 Nos 1455.00

Area allowence on labour charges 25% 0.00 1.00 0.00 0.00Providing brick masonry seat BMW-d09 1.00 Nos 328.00 1.00 Nos 328.00

3461.25add overheads @ 0.14 471.25

Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc. complete

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover as directed by Engineer-in-charge including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.

Supplying and fixing 584.20mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate. Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline Initial cost SSR item No 319

WS-Data 80 of 133


COEFFICIENT

Total rate per 1 No including flush tank 10 Ltrs 3932.50

21

Basic rate as per ssr item BMW-g01 1.00 Lit 6.00 1.00 Lit 6.00Area allowence on labour charges BMW-g02 25% 1.00 1.00 0.00 0.25

6.25add overheads @ 0.14 0.85

Total rate per 1 Ltr 7.10

22

Basic rate as per ssr item BMW-D40 1.00 Nos 791.00 1.00 Nos 791.00Area allowence on labour charges BMW-D41 25% 255.00 1.00 0.00 63.75

854.75add overheads @ 0.14 116.37


23


7678.50add overheads @ 0.14 1045.43



860.50add overheads @ 0.14 117.16


25

Cost of Bricks 654 Nos. 5384.86 1000 Nos. 3521.70

Deduct 15% for perforation 98.10 Nos. 5384.86 -1000 Nos. -528.25Ist class Brick layer 1.28 Each 525.00 1 Each 672.00Man Mazdoor 0.64 Each 400.00 1 Each 256.00Women Mazdoor 1.93 Each 400.00 1 Each 772.00

Rate per Cum 4693.44

26

Basic rate as per ssr item BMW-G 13 1.00 Nos 484.00 1.00 Nos 484.00Area allowence on labour charges BMW-CO7 25% 227.00 1.00 0.00 56.75

540.75add overheads @ 0.14 73.62


Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks

Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick) brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality including cost and conveyance fo all materials labour charges etc., complete for finished item of work

Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever barackets with including 32 mm cP waste coupling supply & fixing 31.75 mm dia PVC flexible waste pipe of 914.4 mm longth of 1st quality incluidng chasing brick masonry wall and making good restoring to original srufaces etc., complete for finished item of work in all floors SSR No.692

Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hookcs for lfifting including cost and conveyance of all materials, labour charges etc., complete for finished tiem of work

Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all labour charges etc., complete item of work for Soak Pit.

Supply and fixing of PVC pipes 110 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

WS-Data 81 of 133


COEFFICIENT

27

Basic rate as per ssr item BMW-G11 1.00 Nos 255.00 1.00 Nos 255.00Area allowence on labour charges BMW-CO7 25% 227.00 1.00 0.00 56.75

311.75add overheads @ 0.14 42.44


28

Basic rate as per ssr item BMW-B06 1.00 Nos 3825.00 1.00 Nos 3825.00Area allowence on labour charges 25% 0.00 1.00 0.00 0.00

3825.00add overheads @ 0.14 520.77


29

Basic rate as per ssr item BMW-H05 1.00 Nos 2247.00 1.00 Nos 2247.00Area allowence on labour charges BMW- 25% 0.00 1.00 0.00 0.00

2247.00add overheads @ 0.14 305.93


30

Basic rate as per ssr item BMW-G 99 1.00 Nos 17.00 1.00 Nos 17.00Area allowence on labour charges BMW-I37 25% 14.00 1.00 0.00 3.50



Basic rate as per ssr item BMW-G 97 1.00 Nos 9.00 1.00 Nos 9.00Area allowence on labour charges BMW-I39 25% 11.00 1.00 0.00 2.75



32


262.00add overheads @ 0.14 35.67


33

Basic rate as per ssr item BMW-H05 1.00 Nos 2247.00 1.00 Nos 2247.00Area allowence on labour charges 25% 0.00 1.00 0.00 0.00Basic rate as per ssr item BMW-I36 1.00 Nos 71.00 1.00 Nos 71.00Area allowence on labour charges BMW-I37 25% 14.00 1.00 0.00 3.50

2321.50

Supply and fixing of PVC pipes 75 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work

Supply and fixing of 100 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site complete for finished item of work.

Supply and Fixing of Vent Cowls 90 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

Supply and Fixing of vent Cowls 63 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work.

Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all materials etc., complete for finished item of work.

WS-Data 82 of 133


COEFFICIENT

add overheads @ 0.14 316.07Total rate per 1 No 2637.60

34


2055.00add overheads @ 0.14 279.79


35




36

Basic rate as per ssr item BMW-G08 1.00 Nos 1455.00 1.00 Nos 1455.00Area allowence on labour charges 25% 0.00 1.00 0.00 0.00

1455.00add overheads @ 0.14 198.10


37

Basic rate as per ssr item BMW-G 60 1.00 Nos 107.00 1.00 Nos 107.00Area allowence on labour charges BMW-C14 25% 72.00 1.00 0.00 18.00

125.00add overheads @ 0.14 17.02


38

Basic rate as per ssr item BMW-C11 1.00 Nos 367.00 1.00 Nos 367.00Area allowence on labour charges BMW-C14 25% 72.00 1.00 0.00 18.00

385.00add overheads @ 0.14 52.42


39

Basic rate as per ssr item

1.00 RMT 67.00 1.00 RMT 67.00labour charges for laying and jointing

1 RMT 31.00 1RMT

31.00Area allowence on labour charges 25% 31.00 7.75

105.75add overheads @ 0.14 14.40

Total rate per 1Rmt 120.15

Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Initial cost SSR item No 656

Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors. Initial cost SSR item No 342

Supply & Fixing 4" dia (110 mm) UPVC Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors Initial cost SSR item No 74

Supply & Fixing 3" dia (75 mm) UPVC Plug (Door) bends 1st quality ISI marked conforming to IS with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floorsInitial cost SSR item No 73

Manufacture, supply, & delivery of 50mm outer dia HDPE pipes conforming to IS 4984 - 1995 at 6Kg/Sqcm. including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of and ,Laying jointing of HDPE pipes as per BIS No. 7634 part -II/75 and specials /fittings including excavation of trenches up to 0.5 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per ssr ite

TABLE 16(1) page 52

12 (b) page 5 of PH ssr

WS-Data 83 of 133


COEFFICIENT

40

Basic rate as per ssr item BMW-d14 1.00 Nos 1964.00 1.00 Nos 1964.00Plastic seat & lid as per IS 2548-1996 BMW-d 16 1.00 Nos 981.00 1.00 Nos 981.00

BMW-G08 1.00 Nos 1455.00 1.00 Nos 1455.004400.00

add overheads @ 0.14 599.06Total rate per 1Nos 4999.06

41

Basic rate as per ssr item BMW-E 29 1.00 Nos 271.00 1.00 Nos 271.00add overheads @ 0.14 36.90


42

Basic rate as per ssr item BMW-E 01 1.00 Nos 474.00 1.00 Nos 474.00add overheads @ 0.14 64.54

Total rate per 1Nos 538.54

43Basic rate as per ssr item BMW-I 69 1.00 Nos 50.00 1.00 Nos 50.00

add overheads @ 0.14 6.81Total rate per 1Nos 56.81

44

a) 15mm Nominal boreBasic rate as per ssr item BMW-F79 1.00 Rmt 204.00 1.00 Rmt 204.00Area allowence on labour charges BMW-F80 25% Rmt 41.00 1.00 10.25

214.25add overheads @ 14.00% 30.00

Total rate per 1 RMT 244.25b) 20mm Nominal bore

Basic rate as per ssr item BMW-F81 1.00 Rmt 227.00 1.00 Rmt 227.00Area allowence on labour charges BMW-F82 25% Rmt 41.00 1.00 Rmt 10.25

237.25add overheads @ 14.00% 33.22


c) 25mm Nominal boreBasic rate as per ssr item BMW-F83 1.00 Rmt 297.00 1.00 RMT 297.00Area allowence on labour charges BMW-F84 25% Rmt 41.00 1.00 Rmt 10.25

307.25add overheads @ 14.00% 43.02


d) 32mm Nominal boreBasic rate as per ssr item BMW-F87 1.00 Rmt 466.00 1.00 RMT 466.00Area allowence on labour charges BMW-F88 25% Rmt 44.00 1.00 Rmt 11.00

477.00add overheads @ 14.00% 66.78


Supply and fixing of European Water Closet of 1st quality conforming to IS: 2556-Part-2-1973 of Hindware /Neycer of Parryware make white glazed with 'P' trap and Supply and fixing best indian make plastic seat and lid for European water closets with rubber or plastic buffers as per IS 2548 -1996 with 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline

Supply and Fixing 12.7 mm dia NP push cock Ist quality including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.

Supply and Fixing angle stop cock 12.7 mm dia first quality Indian Make heavy duty Seiko/ Senior/ Nice or equivalent including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. 178 - BMW E.05

Supply and FixingSupplying and fixing CP Jollys of approved make with complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors 663 - BMW I.69

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

WS-Data 84 of 133


COEFFICIENT

e) 40mm Nominal boreBasic rate as per ssr item BMW-F87 1.00 Rmt 466.00 1.00 RMT 466.00Area allowence on labour charges BMW-F88 25% Rmt 44.00 1.00 Rmt 11.00

477.00add overheads @ 14.00% 66.78


f) 50mm Nominal boreBasic rate as per ssr item BMW-F89 1.00 Rmt 503.00 1.00 RMT 503.00Area allowence on labour charges BMW-F90 25% Rmt 67.00 1.00 Rmt 16.75

519.75add overheads @ 14.00% 72.77


g) 65mm Nominal boreBasic rate as per ssr item BMW-F91 1.00 Rmt 892.00 1.00 RMT 892.00Area allowence on labour charges BMW-F90 25% Rmt 67.00 1.00 Rmt 16.75

908.75add overheads @ 14.00% 127.23


45

15 mm dia nominal boreBasic rate as per ssr item BMW-F21 1.00 Nos 636.00 1.00 Nos 636.00Area allowence on labour charges BMW-F22 25% 44.00 1.00 0.00 11.00

647.00add overheads @ 0.14 88.09


46

a) 20mm GM peet valveBasic rate as per ssr item BMW-F19 1.00 Nos 858.00 1.00 Nos 858.00Area allowence on labour charges BMW-F20 25% 44.00 1.00 0.00 11.00

869.00add overheads @ 0.14 118.31


b) 25mm GM peet valveBasic rate as per ssr item BMW-F17 1.00 Nos 1233.00 1.00 Nos 1233.00Area allowence on labour charges BMW-F18 25% 44.00 1.00 0.00 11.00

1244.00add overheads @ 0.14 169.37


c) 40mm GM peet valveBasic rate as per ssr item BMW-F25 1.00 Nos 2533.00 1.00 Nos 2533.00Area allowence on labour charges BMW-F26 25% 67.00 1.00 0.00 16.75

2549.75add overheads @ 0.14 347.15


d) 50mm GM peet valveBasic rate as per ssr item BMW-F27 1.00 Nos 3711.00 1.00 Nos 3711.00Area allowence on labour charges BMW-F28 25% 90.00 1.00 0.00 22.50

3733.50add overheads @ 0.14 508.32




WS-Data 85 of 133


COEFFICIENT

e) 65 mm GM peet valveBasic rate as per ssr item BMW-F29 1.00 Nos 5730.00 1.00 Nos 5730.00Area allowence on labour charges BMW-F30 25% 112.00 1.00 0.00 28.00

5758.00add overheads @ 0.14 783.95





DATAS FOR DOORS AND WINDOWS

Description Qty Rate (Rs.) Per Unit Amount

1

21.01 Kgs 45.07 1 Kgs 946.84

16.71 Kgs 45.07 1 Kgs 753.05

24.28 Kgs 44.07 1 Kgs 1069.92

6.00 Nos 33.00 1 Nos 198.00

2.00 Nos 176.00 1 Nos 352.00

3.00 Nos 54.00 1 Nos 162.00

3.00 Nos 49.00 1 Nos 147.00

Fabrication charges 62.00 Kgs 22.00 1 Kgs 1364.00Fixing charges 62.00 Kgs 4.00 1 Kgs 248.00Single coat of Red oxide 5.85 Sqm 38.08 1 Sqm 222.65

5463.46Over head charges @ 14 % 0.14 5463.46 1 764.88

6228.34Say 6228.30

2

A WINDOWS SIZE :1.22x1.22 MtrsWindow size : 1.22 x 1.37 1.67Area of Window : 1.67 SqmtsTHEORITICAL REQUIREMENT Window Outer Frame 'L' Angle 35x 35 x 5 mmVerticles 2 1.37 2.74Horizontals 2 1.22 2.44


S.No

S & F of MS Door (Double shutter) by using alround frame of MS 'L' angle 35x35x5mm, for shutter by using 25x25x4mm covered by 18gauge MS sheet, rear side supports with MS flat 25x3mm of 0.55mt. long - 6Nos, 2.10mts-2nos and 25x25x25x5mm tee centre 0.55ms -1no for each shutter iron fixtures like 'Z' Hold fasts - 35x35x5mm MS 'L' angle - 0.20m long - 6 Nos, MS Aldrops 300x16mm - 2 Nos, 125mm long Butt Hinges - 6Nos, MS Door Handle 150mm long - 3 Nos, MS Tower bolts of 200long size - 3Nos including c/c of all m/l, fabrication charges with one coat of red oxide, etc., complete. of size 1.22x2.13 Mt.

Frame MS 'L' angle 35x35x5mm(1.22+2.13)2 x 2.60 Kg/Rmt = 17.42Hold fast - 6 x 0.23 x 2.60 Kg/Rmt = 3.59 Shutter - MS 'L' angle 25 x 25 x 4mm2x2(0.59+2.10)x1.40 Kg/Mt = 15.06Kgs Centre T bar (2x0.59)x1.40= 1.65 MS sheet of 18 gauge2x2x0.59x1.053 x 9.80 Kg/Rmt = 24.28 KgsCost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)

MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)

MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)

Supply and fixing of 18 gauge MS Plain sheet windows with frame made of L section 35x35x5mm with 10mm Sq rods at 100 centre to centre (horizontals ) and Shutter frame with 25x25x4mm angle and Shutters (3 No.s)are made of 18 gauge Mild steel Plain Sheet and welded and MS flot 20x4mm for shutter alround and horizontal 5nos with 4 No.s of 300mm long hold fasts of 35 x 35 x 5mm and alongwith the following fixtures for each shutter such as 2 No.s of 100mm long MS but Hinges, 1 No.s of 100mm MS Powder coated tower bolts and 1 No. of 125mm MS Powder coated handles, 1 No. of MS Wind appliance including red oxide paint including sales and other taxes on cost of all materials including cost and conveyance of all materials to site etc., complete for finished item of work.

Hold fasts 4 0.23 0.926.10 Rm

Equivalent Weight 2.60 Kg/MT

Total Weight 6.10 2.60 15.86 KgsSay 15.86 Kgs

Verticle T Sections 35 x 35x 5 mm Intermediate verticles : 2 2.00 1.37 2.74Equivalent Weight 3.90 Kg/MT

Total Weight 2.74 3.90 10.69Say 10.69 Kgs

SHUTTER FRAME 25 x 25 x 4 MM Horizontals 6.00 0.35 2.10Verticles 6.00 1.37 8.22

10.32 RMEquivalent Weight 1.40 Kg/MT


18 Gauge MS Sheet Area of sheet 3.00 0.35 1.37 1.44 SqmEquivalent Weight 9.80 Kg/1Sqm


10 mm Square rodsHorzontals : 10 x 1.22 12.20Equivalent weigthTotal weigth 12.20 0.785 9.58

Say 9.58 KgsDATA for Red Oxide Primer Cost of Red oxide 0.07 130.00 9.10Painter 0.07 414.00 28.98Total 38.08

1 Sqm SqmDATA Window Outer Frame 'L' Section Angle 35x35x6mm 15.86 Kgs. 45.07 1 Kgs. 714.75T Section 35x35x5m 10.69 Kgs. 45.07 1 Kgs. 481.58Inner frame 25 x 25 x3 mm 14.45 Kgs. 45.07 1 Kgs. 651.11

18 Gauge MS Sheet (Rate approved by C.E. for RSC, Piler) 14.10 Kgs. 44.07 1 Kgs. 625.48

10mm Square Rods 9.58 Kgs. 44.50 1 Kgs. 447.38Data for Red Oxide Primer 4.60 Sqmt 38.08 1 Sqmt 175.03FIXTURES 1 0 0.00

8.00 No.s 22.00 1 No.s 176.00

4.00 No.s 25.00 1 No.s 100.00

4.00 No.s 33.00 1 No.s 132.00

MS (Powder Coated) Wind Appliance 4.00 No.s 25.00 1 No.s 100.00Fabrication Charges 76.44 Kgs. 22.00 1 Kgs. 1681.68Fixing Charges 76.44 Kgs. 4.00 1 Kgs. 305.76

5590.77 Over head charges @ 14 % 782.71

6373.48 Say 6373.50

MS-Powder Coated Butt hinges (IS:205)- 100 mm Long (BMT-G.28) MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 100 mm Long (BMT-G.14) MS-Powder Coated Door Handles (IS:208) 125 mm Long (BMT-G.35)

A WINDOWS SIZE :0.90x1.22 MtrsWindow size : 0.90 x 1.22 1.10Area of Window : 1.10 SqmtsTHEORITICAL REQUIREMENT Window Outer Frame 'L' Angle 35x 35 x 5 mmVerticles 2 0.9 1.80Horizontals 2 1.22 2.44Hold fasts 4 0.23 0.92

5.16 RmEquivalent Weight 2.60 Kg/MT


Verticle T Sections 35 x 35x 5 mm Intermediate verticles : 1 1.00 1.20 1.20Equivalent Weight 3.90 Kg/MT

Total Weight 1.20 3.90 4.68Say 4.68 Kgs

SHUTTER FRAME 25 x 25 x 4 MM Horizontals 4.00 0.35 1.40Verticles 4.00 1.20 4.80

6.20 RMEquivalent Weight 1.40 Kg/MT


18 Gauge MS Sheet Area of sheet 2.00 0.35 1.20 0.84 SqmEquivalent Weight 9.80 Kg/1Sqm


10 mm Square rodsHorzontals : 10 x 0.90 9.00Equivalent weigthTotal weigth 9.00 0.785 7.07

Say 7.07 KgsDATA for Red Oxide Primer Cost of Red oxide 0.07 130.00 9.10Painter 0.07 414.00 28.98Total 38.08

1 Sqm SqmDATA Window Outer Frame 'L' Section Angle 35x35x6mm 13.42 Kgs. 45.07 1 Kgs. 604.61T Section 35x35x5m 4.68 Kgs. 45.07 1 Kgs. 210.91Inner frame 25 x 25 x3 mm 8.68 Kgs. 45.07 1 Kgs. 391.17

18 Gauge MS Sheet (Rate approved by C.E. for RSC, Piler) 8.23 Kgs. 44.07 1 Kgs. 625.48

10mm Square Rods 7.07 Kgs. 44.50 1 Kgs. 447.38Data for Red Oxide Primer 3.02 Sqmt 38.08 1 Sqmt 114.98FIXTURES 1 0 0.00

8.00 No.s 22.00 1 No.s 176.00

4.00 No.s 25.00 1 No.s 100.00

4.00 No.s 33.00 1 No.s 132.00

MS-Powder Coated Butt hinges (IS:205)- 100 mm Long (BMT-G.28) MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 100 mm Long (BMT-G.14) MS-Powder Coated Door Handles (IS:208) 125 mm Long (BMT-G.35)

MS (Powder Coated) Wind Appliance 4.00 No.s 25.00 1 No.s 100.00Fabrication Charges 76.44 Kgs. 22.00 1 Kgs. 1681.68Fixing Charges 76.44 Kgs. 4.00 1 Kgs. 305.76

4889.97 Over head charges @ 14 % 684.60

5574.57 Say 5574.60

3

VENTILATOR SIZE 1.20 x 0.30 mtrs : 1.20 X 0.30 0.36Angular frame 25 x 25 x 3mm thickVerticals 1 x 2 x 0.30 = 0.60 mHorizental 1 x2 x 1.20 = 2.40 mFor Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.30 m 3.63 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 8 x 0.30 = 2.40Horizental 1 x2 x 1.20 = 2.40total 4.80 m 3.768 Kgs

7.40ABSTRACT

a)MATERIALCost of Structural Steel 7.40 1Kgs 45.07 1 1Kgs 333.43a) LABOURFabrication Charges 7.40 1kgs 22.00 1 1Kgs 162.76Fixing Charges 7.40 1kgs 4.00 1 1kgs 29.59

525.78Add overheads @ 0.14 73.61

0.02Rate per / Each 599.40

4

VENTILATOR SIZE 0.90 x 0.30 mtrs : 0.90 X 0.30 0.27Angular frame 25 x 25 x 3mm thickVerticals 1 x 2 x 0.30 = 0.60 mHorizental 1 x2 x 0.90 = 1.80 mFor Hold fasts 1 x 2 x 0.15 = 0.30 Total = 2.70 m 2.97 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 6 x 0.30 = 1.80Horizental 1 x2 x 0.9 = 1.80total 3.60 m 2.826 Kgs

5.80ABSTRACT

a)MATERIALCost of Structural Steel 5.80 1Kgs 45.07 1 1Kgs 261.23a) LABOURFabrication Charges 5.80 1kgs 22.00 1 1Kgs 127.51Fixing Charges 5.80 1kgs 4.00 1 1kgs 23.18

411.92Add overheads @ 0.14 57.67

0.01

Supply and Fixing of Ventilator of size 1.22 x 0.30 Mtrs with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work

Supply and Fixing of Ventilator of size 0.9 x 0.30 Mtrs with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work

Rate per / Each 469.60

Executive Engineer,APEWIDC, ANANTAPUR

Dy.Executive Engineer,APEWIDC, ANANTAPUR

Assistant Engineer,APEWIDC, ANANTAPUR

91

DATAS FOR DOORS AND WINDOWS Sno Qty Description of Item Rate Unit Per Amount

DOOR SIZE 1.52 x 2.13 mtrs : Area = 3.24 Sqm 1.52 X 2.13 3.24

Medium Teak Wood for Frame

Verticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cum

Horizental 1 x 1.52 x 0.075 x 0.10 = 0.00864 0.01140 cum

Total = 0.04054 0.04335 cum

1x1.41x2.05 = 2.89 Sqm 2.89 sqm

ABSTRACT

a)MATERIAL

1 0.03195 Cost of medium Teak wood scantling of size 2.0 to 3.0 M ( BMT-E.02) 88994.00 1 Cum 2843.36

2 0.01140 Cost of medium Teak wood scantling of size up to 2.0 M ( BMT-E.1) 80094.00 1 Cum 913.07

3 2.89 1488.00 1 Sqm 4300.32

4 6.00 MS Hold Fasts 25.00 1 Each 150.00

5 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 425.00 1 Each 425.00

6 2.00 Cost of 300 long Aluminium Towerbolts (BMT-G.11) 198.00 1 Each 396.00

7 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 140.00 1 Each 280.00

8 6.00 Cost of 125mm long M.S. Powder Coated but hinges (BMT-G29) 34.00 1 Each 204.00

9 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 188.00 1 Each 188.00

10 2.00 50.00 1 Each 100.00

a) LABOUR

11

2.89 685.00 1 Sqm 1979.65

12 0.20 Add munipal area allowance @ 20 % 685.00 1 137.00

11916.40

13 Add overheads @ 14.000% 1668.30


35mm thick flush door shutter of soild wood block board type with commercial play on both faces

Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)

Cost of Door Stoper (BMT-G.53)

Labour charges for wrought and put up including fixing in position frames of any size , shutters for doors, windows, ventilators including fixing all necesssary fixtures etc complete for other than teak wood flush type door shutter including frame. (BMM-V.42)

92

Sno Qty Description of Item Rate Unit Per Amount


DOOR SIZE 2.0 x 2.13 mtrs : Area = 4.26 Sqm 2 X 2.13 4.26Medium Teak Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cumHorizental 1 x 2.0 x 0.075 x 0.10 = 0.01500 0.01500 cum Total = 0.04695 0.04695 cum

1x1.89x2.05 = 3.87 Sqm 3.87 sqmABSTRACT

a)MATERIAL1 0.03195 Cost of medium Teak wood scantling of size 2.0 to 3.0 M 88994.00 1 Cum 2843.362 0.01500 Cost of medium Teak wood scantling of size up to 2.0 M 80094.00 1 Cum 1201.41

3 3.87 1488.00 1 Sqm 5758.564 6.00 MS Hold Fasts 25.00 1 Each 150.005 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 425.00 1 Each 425.006 2.00 Cost of 300 long Aluminium Towerbolts (BMT-G.11) 198.00 1 Each 396.007 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 140.00 1 Each 280.008 6.00 Cost of 125mm long M.S. but hinges (BMT-G29) 34.00 1 Each 204.009 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 188.00 1 Each 188.00

10 2.00 50.00 1 Each 100.00a) LABOUR

11

3.87

685.00

1 Sqm 2650.95

12 0.20 Add munipal area allowance @ 20 % 685.00 1 137.0014334.28

13 Add overheads @ 14% 2006.80Rate per / Each 16341.10







93

Sno Qty Description of Item Rate Unit Per AmountDOOR SIZE 2.4 x 2.13 mtrs : Area = 5.11 Sqm 2.4 X 2.13 5.11Medium Teak Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cumHorizental 1 x 2.4 x 0.075 x 0.10 = 0.01800 0.01800 cum Total = 0.04995 0.04995 cum

1x2.3x2.05 = 4.9Sqm 4.9 sqmABSTRACT



10 2.00 50.00 1 Each 100.00a) LABOUR

11

4.90

685.00

1 Sqm 3356.50



2DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6Medium Teak Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.22 x 0.075 x 0.10 = 0.00915 cum Total = 0.04110 cum



3 2.28 1488.00 1 Sqm 3392.64





Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Medium teak wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 300mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.



94

Sno Qty Description of Item Rate Unit Per Amount4 6.00 MS Hold Fasts 25.00 1 Each 150.005 1.00 Cost of 300mm Long Aluminium Aldrops(BMT-G.42) 425.00 1 Each 425.006 2.00 Cost of 300 long Aluminium Towerbolts (BMT-G.11) 198.00 1 Each 396.007 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 140.00 1 Each 280.008 6.00 Cost of 125mm long M.S. but hinges (BMT-G29) 34.00 1 Each 204.009 1.00 Cost of Flat latch Aluminium 300long (BMT-G.50) 188.00 1 Each 188.00

10 2.00 50.00 1 Each 100.00a) LABOUR

2.28 685.00 1 Sqm 1561.80



3

DOOR SIZE 0.90 x 2.13 mtrs : Area = 0.9 X 2.13 1.92Medium Teak Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 0.90 x 0.075 x 0.10 = 0.00675 cum Total = 0.03870 cum

1x0.78x2.05 = 1.6 sqmABSTRACT



10 1.00 50.00 1 Each 50.00a) LABOUR

1.60 685.00 1 Sqm 1096.00




Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Medium Teak Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 300mm long 2 Nos, Aluminium Handels 150mm long 1 No, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 3 Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. D6





95

Sno Qty Description of Item Rate Unit Per Amount14 Add overheads @ 14% 1182.83


4DOOR SIZE 0.76 x 2.13 mtrs : Area = 0.76 X 2.13 1.62

1 Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 0.76 x 0.075 x 0.10 = 0.00570 cum Total = 0.03765 cum



3 1.29 1488.00 1 Sqm 1919.524 6.00 MS Hold Fasts 25.00 1 Each 150.005 1.00 Cost of 150 long Aluminium Towerbolts (BMT-G.08) 114.00 1 Each 114.006 1.00 Cost of 250mm Long Aluminium Aldrops(BMT-G.41) 391.00 1 Each 391.007 2.00 Cost of 150mm Long Aluminium Handles (BMT-G.34) 140.00 1 Each 280.008 3.00 Cost of 125mm long M.S. but hinges (BMT-G29) 34.00 1 Each 102.009 1.00 Cost of Flat latch Aluminium 250 MM long (BMT-G.49) 179.00 1 Each 179.00

10 0.48 302.00 1 Sqm 144.9611 a) LABOUR

1.29 685.00 1 Sqm 883.65

0.20 Add munipal area allowance @ 20 % 685.00 1 137.007601.03

Add overheads @ 14% 1064.14Rate per / Each 8665.20

Supply and Fixing of Door with Single leaf shutter, Door Size 0.76x2.13 mtrs with Medium Teak Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 150mm long 1 Nos, Aluminium Handels 150mm long 1 No, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 3 Nos, 250 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Fixing in position of Aluminium Sheet 24 guage of full width of shutter to a height of 0.60 mtrs for interior face and 0.15 mtrs to external face , Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complte for finsihed item of work.



Cost of 24 guage Alluminium Sheet (BMS-W.18)


96

Sno Qty Description of Item Rate Unit Per Amount4

DOOR SIZE 1.05 x 2.13 mtrs : Area = 1.05 X 2.13 2.24Medium Teak Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.05 x 0.075 x 0.10 = 0.00788 cum Total = 0.03983 cum




10 2.00 50.00 1 Each 100.00a) LABOUR

11

1.95 685.00 1 Sqm 1335.75


13 Add overheads @ 14% 1342.8014 Rate per / Each 10934.30

5

DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm 0.9 X 2.13 1.92Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum

Supply and Fixing of Door with Double leaf shutter, Door Size 1.05x2.13 mtrs with Medium Teak Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 300mm long 2 Nos, MS Powder coated Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.





Supply and Fixing of Door with Single leaf shutter, Door Size 1.00x2.13 mtrs with Medium teak Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 200mm long 2 Nos, Aluminium Handels 150mm long 1 No, 300mm long Aluminium Aldrops 1No, 125mm long M.S. But hinges 3 Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work.

97

Sno Qty Description of Item Rate Unit Per AmountHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum




10 1.00 50.00 1 Each 50.00a) LABOUR

1.79

685.00

1 Sqm 1226.15



7

1 rmt 325.00 1 Rmt 325.00Add overheads @ 14% 45.50






Providing and fixing factory made Polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work

cost of PVC door frame (BMT-N.01)

98

Sno Qty Description of Item Rate Unit Per Amount8

1 2362.00 1 sqm 2362.00Add overheads @ 14% 330.68

Rate per 1 sqm 2692.70

8

a)

7288 1 SQM 7288.00558 -1 -558.00456 1 SQM 456.00

Total 7186.00Add 14% overheads 14% 1006.04Rate per sqmt. 8192.05

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work .

cost of PVC shutter (BMT-N.02)

Providing & Fixing of Openable Windows with Fly-mesh made of pre-painted steel (Base Steel as per IS 513 of 0.6mm thick galvanized as per IS 277 with zinc of 150 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and the section for outer frame of 72 x 55mm, centre mullion of 72 x 50mm, section for fixed glass beading section of 12 x 12 mm and section for shutters of 47 x 20 mm and outer frame & mullion sections with rebate for glazed shutters, fly mesh and a 20 mm provision for guard bars/grills and fly mesh shutter section of 20 x 40 mm and the sections cut to length metre joined with corner bracket, centre mullions fixed with mullion cap, stay, handles, latch 2 Nos of heavy duty stainless steel pivot hinges per shutter and panelled with 5mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade), fitted using rubber gaskets

including fixing the windows in the concrete/masonry wall by means of self expanding screws, including 10mm Square guard bars with 6” (152.4mm) pitch , complete for finished item of work

Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 72x50mm. Shutter frame section size of 47x20mm. Mullion section size of 72x50mm. Fixed beading section size of 12x12mm.

basic rate as per ssr item code BMT-P.31Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55

99

Sno Qty Description of Item Rate Unit Per Amountb)

7069 1 SQM 7069.00-558.00

456 1 SQM 456.00Total 6967.00

Add 14% overheads 14% 975.38Rate per sqmt. 7942.40

9

4737 1 SQM 4737.00Add 14% overheads 14% 663.18Rate per sqmt. 5400.20

10

7288 1 SQM 7288.00Add 14% overheads 14% 1020.32Rate per sqmt. 8308.35

Double shutter Window with vertical mullion outer frame section size of 72x50mm shutter frame section size of 47x20mm. Mullion section size of 72x50mm.

basic rate as per ssr item code BMT-P.95 & 96Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55

Supply and fixing of Fixed Louvered Ventilators with sections made of pre - painted steel (base steel as per IS 513 of 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer with total coated thickness of 0.6mm. Section for louvered ventilator frame should be of 33x57mm. All the above closed and seamed sections should be made out of single sheet and with stitch at a single place as per enclosed drawings; The ventilators should be paneled with 4 mm pinhead glass with Ethyl propylene Diamine monomer Gasket (EPDM). The sections are to be cut to length mitre joined with corner bracket. Gaskets are to be made of Ethyl propylene Diamine monomer(EPDM). Corner brackets made of CRCA with Zinc Phosphate. The above frames should be fixed to the concrete /masonry wall by means of self expanding brackets & screws including 10 mm square guard bars with 6" pitch and all taxes complete for finished item of work.Basic rate as per item code BMT-P.20

Providing and fixing Structural Glazing fabricated from Roll formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72 mm and the glass holding section made of 304 grade stainless steel of 0.58 mm thick galvanised steel section as stiffeners inside the colour coated steel powder coated sections as per the design requirement & calculations to suit wind pressures as given in IS: 875, the primer coat with epoxy primer of 5 – 7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick and the vertical section of 50 mm x 99 mm x 0.72 mm, 33 mm x 56 mm x 0.72 mm for frame horizontal section, stiffener section of 47 mm x 97 mm x 1 mm, cover profiles sections of 20 mm x 58 mm x 0.58 mm, glass holding section of 37 mm x 37 mm & 37 mm x 18 mm including fixing 5mm thick Ocean Blue reflective glass, brackets made of CRCA powder coated/Electroplated to connect vertical to horizontal, vertical to slab, to fix verticals at top & bottom as per site requirement and gasket made of Ethyl Propylene Diamine Monomer, U.V. resistant silicon sealant including fixing in concrete/masonry wall with self-expanding cap & screws inclusive of cost and conveyance of all materials to site, all labour charges, incidental charges, cost of all consumables etc. and fixing

Basic rate as per item code BMT-Q.1

100


9Frame 40x40x6 mm (GW)Verticals 2 x 1.35 2.7Harizontal 2 x 2.73 5.46

8.16 3.5 28.5610 mm SQ rod@ 100c/cVerticals 14 x 1.32 18.48Harizontal 26x 2.69 69.94

88.42 0.78 68.968MS Aldrop,Tower Bolt and Holdfast 0.55total weight 98.078Rate analysiscost of MS steel 98.08 42.07 4126.12Fabrication charges BMM -V-14 98.08 24.00 2353.86Fixing Charges BMM -V-15 98.08 4.00 392.31Over Head Charges 6872.30 0.14 962.12

7834.42

Say 7835.00

9Frame 40x40x6 mm (GW)Verticals 2 x 1.35 2.7Harizontal 2 x 3.23 6.46

9.16 3.5 32.0610 mm SQ rod@ 100c/cVerticals 14 x 1.32 18.48Harizontal 30x 2.93 87.9

106.38 0.78 82.976MS Aldrop,Tower Bolt and Holdfast 0.55total weight 115.59Rate analysiscost of MS steel 115.59 42.07 4862.72Fabrication charges BMM -V-14 115.59 24.00 2774.07

Fixing Charges BMM -V-15 115.59 4.00 462.35

Over Head Charges 8099.14 0.14 1133.88

9233.02

Say 9234.00

9

Frame 40x40x6 mm (GW)

Verticals 2 x 1.35 2.7

Harizontal 2 x 2.26 4.52

7.22 3.5 25.27

10 mm SQ rod@ 100c/c


Harizontal 22x 1.86 40.92

Supply and fixing of MS grill Window of 2.73X 1.35 mts by using 40 x40 x 6mm MS Angle section for outer frame and 10 mm square safety bars @ 100 mm C/C both ways including cost & conveyance of all materials and labour charges for finished item of work

Supply and fixing of MS grill Window of 3.23X 1.35 mts by using 40 x40 x 6mm MS Angle section for outer frame and 10 mm square safety bars @ 100 mm C/C both ways including cost & conveyance of all materials and labour charges for finished item of work

Supply and fixing of MS grill Window of 2.26 x1.35 mts by using 40 x40 x 6mm MS Angle section for outer frame and 10 mm square safety bars @ 100 mm C/C both ways including cost & conveyance of all materials and labour charges for finished item of work

101


59.4 0.78 46.332

MS Aldrop,Tower Bolt and Holdfast 0.55

total weight 72.152

Rate analysis

cost of MS steel 72.15 42.07 3035.43

Fabrication charges BMM -V-14 72.15 24.00 1731.65



5763.49

Say 5764.00

9

Frame 40x40x6 mm (GW)


Harizontal 2 x 3 6

8.7 3.5 30.45

10 mm SQ rod@ 100c/c


Harizontal 29x 2.6 75.4

93.88 0.78 73.226

MS Aldrop,Tower Bolt and Holdfast 0.55

total weight 104.23

Rate analysis

cost of MS steel 104.23 42.07 4384.80

Fabrication charges BMM -V-14 104.23 24.00 2501.43



8325.58

Say 8326.00

Supply and fixing of MS grill Window of 3 x1.35 mts by using 40 x40 x 6mm MS Angle section for outer frame and 10 mm square safety bars @ 100 mm C/C both ways including cost & conveyance of all materials and labour charges for finished item of work

CONVEYANCE CHARGES AS PER COMMON SSR 2013-14Sl.No Water Bricks

### 1 1.00 0.00 0.00 0.00 0.00 0.00 0.002 2.00 10.92 10.92 6.82 16.05 6.49 17.543 3.00 23.65 23.65 14.78 34.78 14.06 38.004 4.00 34.57 34.57 21.60 50.83 20.55 55.545 5.00 45.49 45.49 28.43 66.88 27.05 73.096 6.00 56.41 56.41 35.25 82.93 33.54 90.637 7.00 67.33 67.33 42.07 98.98 40.03 108.178 8.00 78.25 78.25 48.89 115.03 46.52 125.719 9.00 89.17 89.17 55.71 131.08 53.01 143.25

10 10.00 100.09 100.09 62.53 147.13 59.50 160.7911 11.00 111.01 111.01 69.35 163.18 65.99 178.3312 12.00 121.93 121.93 76.17 179.23 72.48 195.8713 13.00 132.85 132.85 82.99 195.28 78.97 213.4114 14.00 143.77 143.77 89.81 211.33 85.46 230.9515 15.00 154.69 154.69 96.63 227.38 91.95 248.4916 16.00 165.61 165.61 103.45 243.43 98.44 266.0317 17.00 176.53 176.53 110.27 259.48 104.93 283.5718 18.00 187.45 187.45 117.09 275.53 111.42 301.1119 19.00 198.37 198.37 123.91 291.58 117.91 318.6520 20.00 209.29 209.29 130.73 307.63 124.40 336.1921 21.00 220.21 220.21 137.55 323.68 130.89 353.7322 22.00 231.13 231.13 144.37 339.73 137.38 371.2723 23.00 242.05 242.05 151.19 355.78 143.87 388.8124 24.00 252.97 252.97 158.01 371.83 150.36 406.3525 25.00 263.89 263.89 164.83 387.88 156.85 423.8926 26.00 274.81 274.81 171.65 403.93 163.34 441.4327 27.00 285.73 285.73 178.47 419.98 169.83 458.9728 28.00 296.65 296.65 185.29 436.03 176.32 476.5129 29.00 307.57 307.57 192.11 452.08 182.81 494.0530 30.00 318.49 318.49 198.93 468.13 189.30 511.5931 31.00 327.59 327.59 204.62 481.51 194.71 526.2132 32.00 336.69 336.69 210.31 494.89 200.12 540.8333 33.00 345.79 345.79 216.00 508.27 205.53 555.4534 34.00 354.89 354.89 221.69 521.65 210.94 570.0735 35.00 363.99 363.99 227.38 535.03 216.35 584.6936 36.00 373.09 373.09 233.07 548.41 221.76 599.3137 37.00 382.19 382.19 238.76 561.79 227.17 613.9338 38.00 391.29 391.29 244.45 575.17 232.58 628.5539 39.00 400.39 400.39 250.14 588.55 237.99 643.1740 40.00 409.49 409.49 255.83 601.93 243.40 657.7941 41.00 418.59 418.59 261.52 615.31 248.81 672.4142 42.00 427.69 427.69 267.21 628.69 254.22 687.0343 43.00 436.79 436.79 272.90 642.07 259.63 701.6544 44.00 445.89 445.89 278.59 655.45 265.04 716.2745 45.00 454.99 454.99 284.28 668.83 270.45 730.8946 46.00 464.09 464.09 289.97 682.21 275.86 745.5147 47.00 473.19 473.19 295.66 695.59 281.27 760.1348 48.00 482.29 482.29 301.35 708.97 286.68 774.7549 49.00 491.39 491.39 307.04 722.35 292.09 789.3750 50.00 500.49 500.49 312.73 735.73 297.50 803.9951 51.00 509.59 509.59 318.42 749.11 302.91 818.61

Lead in Kms

Earth/Sand/Gravel/Murrum/

Lime/Surki

Rubble/Size Stone/Cut

Stone/Coarse aggregates

Cement/Steel/RCC poles/A.C

& G.I Sheets/Packed

materials

PCC Slabs/Shabad Slabs/CC &

Laterite Blocks/Wood

52 52.00 518.69 518.69 324.11 762.49 308.32 833.2353 53.00 527.79 527.79 329.80 775.87 313.73 847.8554 54.00 536.89 536.89 335.49 789.25 319.14 862.4755 55.00 545.99 545.99 341.18 802.63 324.55 877.0956 56.00 555.09 555.09 346.87 816.01 329.96 891.7157 57.00 564.19 564.19 352.56 829.39 335.37 906.3358 58.00 573.29 573.29 358.25 842.77 340.78 920.9559 59.00 582.39 582.39 363.94 856.15 346.19 935.5760 60.00 591.49 591.49 369.63 869.53 351.60 950.1961 61.00 600.59 600.59 375.32 882.91 357.01 964.8162 62.00 609.69 609.69 381.01 896.29 362.42 979.4363 63.00 618.79 618.79 386.70 909.67 367.83 994.0564 64.00 627.89 627.89 392.39 923.05 373.24 1008.6765 65.00 636.99 636.99 398.08 936.43 378.65 1023.2966 66.00 646.09 646.09 403.77 949.81 384.06 1037.9167 67.00 655.19 655.19 409.46 963.19 389.47 1052.5368 68.00 664.29 664.29 415.15 976.57 394.88 1067.1569 69.00 673.39 673.39 420.84 989.95 400.29 1081.7770 70.00 682.49 682.49 426.53 1003.33 405.70 1096.3971 71.00 691.59 691.59 432.22 1016.71 411.11 1111.0172 72.00 700.69 700.69 437.91 1030.09 416.52 1125.6373 73.00 709.79 709.79 443.60 1043.47 421.93 1140.2574 74.00 718.89 718.89 449.29 1056.85 427.34 1154.8775 75.00 727.99 727.99 454.98 1070.23 432.75 1169.4976 76.00 737.09 737.09 460.67 1083.61 438.16 1184.1177 77.00 746.19 746.19 466.36 1096.99 443.57 1198.7378 78.00 755.29 755.29 472.05 1110.37 448.98 1213.3579 79.00 764.39 764.39 477.74 1123.75 454.39 1227.9780 80.00 773.49 773.49 483.43 1137.13 459.80 1242.5981 81.00 782.59 782.59 489.12 1150.51 465.21 1257.2182 82.00 791.69 791.69 494.81 1163.89 470.62 1271.8383 83.00 800.79 800.79 500.50 1177.27 476.03 1286.4584 84.00 809.89 809.89 506.19 1190.65 481.44 1301.0785 85.00 818.99 818.99 511.88 1204.03 486.85 1315.6986 86.00 828.09 828.09 517.57 1217.41 492.26 1330.3187 87.00 837.19 837.19 523.26 1230.79 497.67 1344.9388 88.00 846.29 846.29 528.95 1244.17 503.08 1359.5589 89.00 855.39 855.39 534.64 1257.55 508.49 1374.1790 90.00 864.49 864.49 540.33 1270.93 513.90 1388.7991 91.00 873.59 873.59 546.02 1284.31 519.31 1403.4192 92.00 882.69 882.69 551.71 1297.69 524.72 1418.0393 93.00 891.79 891.79 557.40 1311.07 530.13 1432.6594 94.00 900.89 900.89 563.09 1324.45 535.54 1447.2795 95.00 909.99 909.99 568.78 1337.83 540.95 1461.8996 96.00 919.09 919.09 574.47 1351.21 546.36 1476.5197 97.00 928.19 928.19 580.16 1364.59 551.77 1491.1398 98.00 937.29 937.29 585.85 1377.97 557.18 1505.7599 99.00 946.39 946.39 591.54 1391.35 562.59 1520.37

100 100.00 955.49 955.49 597.23 1404.73 568.00 1534.99101 101.00 964.59 964.59 602.92 1418.11 573.41 1549.61102 102.00 973.69 973.69 608.61 1431.49 578.82 1564.23103 103.00 982.79 982.79 614.30 1444.87 584.23 1578.85104 104.00 991.89 991.89 619.99 1458.25 589.64 1593.47105 105.00 1000.99 1000.99 625.68 1471.63 595.05 1608.09106 106.00 1010.09 1010.09 631.37 1485.01 600.46 1622.71107 107.00 1019.19 1019.19 637.06 1498.39 605.87 1637.33108 108.00 1028.29 1028.29 642.75 1511.77 611.28 1651.95

109 109.00 1037.39 1037.39 648.44 1525.15 616.69 1666.57110 110.00 1046.49 1046.49 654.13 1538.53 622.10 1681.19111 111.00 1055.59 1055.59 659.82 1551.91 627.51 1695.81112 112.00 1064.69 1064.69 665.51 1565.29 632.92 1710.43113 113.00 1073.79 1073.79 671.20 1578.67 638.33 1725.05114 114.00 1082.89 1082.89 676.89 1592.05 643.74 1739.67115 115.00 1091.99 1091.99 682.58 1605.43 649.15 1754.29116 116.00 1101.09 1101.09 688.27 1618.81 654.56 1768.91117 117.00 1110.19 1110.19 693.96 1632.19 659.97 1783.53118 118.00 1119.29 1119.29 699.65 1645.57 665.38 1798.15119 119.00 1128.39 1128.39 705.34 1658.95 670.79 1812.77120 120.00 1137.49 1137.49 711.03 1672.33 676.20 1827.39121 121.00 1146.59 1146.59 716.72 1685.71 681.61 1842.01122 122.00 1155.69 1155.69 722.41 1699.09 687.02 1856.63123 123.00 1164.79 1164.79 728.10 1712.47 692.43 1871.25124 124.00 1173.89 1173.89 733.79 1725.85 697.84 1885.87125 125.00 1182.99 1182.99 739.48 1739.23 703.25 1900.49126 126.00 1192.09 1192.09 745.17 1752.61 708.66 1915.11127 127.00 1201.19 1201.19 750.86 1765.99 714.07 1929.73128 128.00 1210.29 1210.29 756.55 1779.37 719.48 1944.35129 129.00 1219.39 1219.39 762.24 1792.75 724.89 1958.97130 130.00 1228.49 1228.49 767.93 1806.13 730.30 1973.59131 131.00 1237.59 1237.59 773.62 1819.51 735.71 1988.21132 132.00 1246.69 1246.69 779.31 1832.89 741.12 2002.83133 133.00 1255.79 1255.79 785.00 1846.27 746.53 2017.45134 134.00 1264.89 1264.89 790.69 1859.65 751.94 2032.07135 135.00 1273.99 1273.99 796.38 1873.03 757.35 2046.69136 136.00 1283.09 1283.09 802.07 1886.41 762.76 2061.31137 137.00 1292.19 1292.19 807.76 1899.79 768.17 2075.93138 138.00 1301.29 1301.29 813.45 1913.17 773.58 2090.55139 139.00 1310.39 1310.39 819.14 1926.55 778.99 2105.17140 140.00 1319.49 1319.49 824.83 1939.93 784.40 2119.79141 141.00 1328.59 1328.59 830.52 1953.31 789.81 2134.41142 142.00 1337.69 1337.69 836.21 1966.69 795.22 2149.03143 143.00 1346.79 1346.79 841.90 1980.07 800.63 2163.65144 144.00 1355.89 1355.89 847.59 1993.45 806.04 2178.27145 145.00 1364.99 1364.99 853.28 2006.83 811.45 2192.89146 146.00 1374.09 1374.09 858.97 2020.21 816.86 2207.51147 147.00 1383.19 1383.19 864.66 2033.59 822.27 2222.13148 148.00 1392.29 1392.29 870.35 2046.97 827.68 2236.75149 149.00 1401.39 1401.39 876.04 2060.35 833.09 2251.37150 150.00 1410.49 1410.49 881.73 2073.73 838.50 2265.99151 151.00 1419.59 1419.59 887.42 2087.11 843.91 2280.61152 152.00 1428.69 1428.69 893.11 2100.49 849.32 2295.23153 153.00 1437.79 1437.79 898.80 2113.87 854.73 2309.85154 154.00 1446.89 1446.89 904.49 2127.25 860.14 2324.47155 155.00 1455.99 1455.99 910.18 2140.63 865.55 2339.09156 156.00 1465.09 1465.09 915.87 2154.01 870.96 2353.71157 157.00 1474.19 1474.19 921.56 2167.39 876.37 2368.33158 158.00 1483.29 1483.29 927.25 2180.77 881.78 2382.95159 159.00 1492.39 1492.39 932.94 2194.15 887.19 2397.57160 160.00 1501.49 1501.49 938.63 2207.53 892.60 2412.19161 161.00 1510.59 1510.59 944.32 2220.91 898.01 2426.81162 162.00 1519.69 1519.69 950.01 2234.29 903.42 2441.43163 163.00 1528.79 1528.79 955.70 2247.67 908.83 2456.05164 164.00 1537.89 1537.89 961.39 2261.05 914.24 2470.67165 165.00 1546.99 1546.99 967.08 2274.43 919.65 2485.29

166 166.00 1556.09 1556.09 972.77 2287.81 925.06 2499.91167 167.00 1565.19 1565.19 978.46 2301.19 930.47 2514.53168 168.00 1574.29 1574.29 984.15 2314.57 935.88 2529.15169 169.00 1583.39 1583.39 989.84 2327.95 941.29 2543.77170 170.00 1592.49 1592.49 995.53 2341.33 946.70 2558.39171 171.00 1601.59 1601.59 1001.22 2354.71 952.11 2573.01172 172.00 1610.69 1610.69 1006.91 2368.09 957.52 2587.63173 173.00 1619.79 1619.79 1012.60 2381.47 962.93 2602.25174 174.00 1628.89 1628.89 1018.29 2394.85 968.34 2616.87175 175.00 1637.99 1637.99 1023.98 2408.23 973.75 2631.49176 176.00 1647.09 1647.09 1029.67 2421.61 979.16 2646.11177 177.00 1656.19 1656.19 1035.36 2434.99 984.57 2660.73178 178.00 1665.29 1665.29 1041.05 2448.37 989.98 2675.35179 179.00 1674.39 1674.39 1046.74 2461.75 995.39 2689.97180 180.00 1683.49 1683.49 1052.43 2475.13 1000.80 2704.59181 181.00 1692.59 1692.59 1058.12 2488.51 1006.21 2719.21182 182.00 1701.69 1701.69 1063.81 2501.89 1011.62 2733.83183 183.00 1710.79 1710.79 1069.50 2515.27 1017.03 2748.45184 184.00 1719.89 1719.89 1075.19 2528.65 1022.44 2763.07185 185.00 1728.99 1728.99 1080.88 2542.03 1027.85 2777.69186 186.00 1738.09 1738.09 1086.57 2555.41 1033.26 2792.31187 187.00 1747.19 1747.19 1092.26 2568.79 1038.67 2806.93188 188.00 1756.29 1756.29 1097.95 2582.17 1044.08 2821.55189 189.00 1765.39 1765.39 1103.64 2595.55 1049.49 2836.17190 190.00 1774.49 1774.49 1109.33 2608.93 1054.90 2850.79191 191.00 1783.59 1783.59 1115.02 2622.31 1060.31 2865.41192 192.00 1792.69 1792.69 1120.71 2635.69 1065.72 2880.03193 193.00 1801.79 1801.79 1126.40 2649.07 1071.13 2894.65194 194.00 1810.89 1810.89 1132.09 2662.45 1076.54 2909.27195 195.00 1819.99 1819.99 1137.78 2675.83 1081.95 2923.89196 196.00 1829.09 1829.09 1143.47 2689.21 1087.36 2938.51197 197.00 1838.19 1838.19 1149.16 2702.59 1092.77 2953.13198 198.00 1847.29 1847.29 1154.85 2715.97 1098.18 2967.75199 199.00 1856.39 1856.39 1160.54 2729.35 1103.59 2982.37200 200.00 1865.49 1865.49 1166.23 2742.73 1109.00 2996.99201 201.00 1874.59 1874.59 1171.92 2756.11 1114.41 3011.61202 202.00 1883.69 1883.69 1177.61 2769.49 1119.82 3026.23203 203.00 1892.79 1892.79 1183.30 2782.87 1125.23 3040.85204 204.00 1901.89 1901.89 1188.99 2796.25 1130.64 3055.47205 205.00 1910.99 1910.99 1194.68 2809.63 1136.05 3070.09206 206.00 1920.09 1920.09 1200.37 2823.01 1141.46 3084.71207 207.00 1929.19 1929.19 1206.06 2836.39 1146.87 3099.33208 208.00 1938.29 1938.29 1211.75 2849.77 1152.28 3113.95209 209.00 1947.39 1947.39 1217.44 2863.15 1157.69 3128.57210 210.00 1956.49 1956.49 1223.13 2876.53 1163.10 3143.19211 211.00 1965.59 1965.59 1228.82 2889.91 1168.51 3157.81212 212.00 1974.69 1974.69 1234.51 2903.29 1173.92 3172.43213 213.00 1983.79 1983.79 1240.20 2916.67 1179.33 3187.05214 214.00 1992.89 1992.89 1245.89 2930.05 1184.74 3201.67215 215.00 2001.99 2001.99 1251.58 2943.43 1190.15 3216.29216 216.00 2011.09 2011.09 1257.27 2956.81 1195.56 3230.91217 217.00 2020.19 2020.19 1262.96 2970.19 1200.97 3245.53218 218.00 2029.29 2029.29 1268.65 2983.57 1206.38 3260.15219 219.00 2038.39 2038.39 1274.34 2996.95 1211.79 3274.77220 220.00 2047.49 2047.49 1280.03 3010.33 1217.20 3289.39221 221.00 2056.59 2056.59 1285.72 3023.71 1222.61 3304.01222 222.00 2065.69 2065.69 1291.41 3037.09 1228.02 3318.63

223 223.00 2074.79 2074.79 1297.10 3050.47 1233.43 3333.25224 224.00 2083.89 2083.89 1302.79 3063.85 1238.84 3347.87225 225.00 2092.99 2092.99 1308.48 3077.23 1244.25 3362.49226 226.00 2102.09 2102.09 1314.17 3090.61 1249.66 3377.11227 227.00 2111.19 2111.19 1319.86 3103.99 1255.07 3391.73228 228.00 2120.29 2120.29 1325.55 3117.37 1260.48 3406.35229 229.00 2129.39 2129.39 1331.24 3130.75 1265.89 3420.97230 230.00 2138.49 2138.49 1336.93 3144.13 1271.30 3435.59231 231.00 2147.59 2147.59 1342.62 3157.51 1276.71 3450.21232 232.00 2156.69 2156.69 1348.31 3170.89 1282.12 3464.83233 233.00 2165.79 2165.79 1354.00 3184.27 1287.53 3479.45234 234.00 2174.89 2174.89 1359.69 3197.65 1292.94 3494.07235 235.00 2183.99 2183.99 1365.38 3211.03 1298.35 3508.69236 236.00 2193.09 2193.09 1371.07 3224.41 1303.76 3523.31237 237.00 2202.19 2202.19 1376.76 3237.79 1309.17 3537.93238 238.00 2211.29 2211.29 1382.45 3251.17 1314.58 3552.55239 239.00 2220.39 2220.39 1388.14 3264.55 1319.99 3567.17240 240.00 2229.49 2229.49 1393.83 3277.93 1325.40 3581.79241 241.00 2238.59 2238.59 1399.52 3291.31 1330.81 3596.41242 242.00 2247.69 2247.69 1405.21 3304.69 1336.22 3611.03243 243.00 2256.79 2256.79 1410.90 3318.07 1341.63 3625.65244 244.00 2265.89 2265.89 1416.59 3331.45 1347.04 3640.27245 245.00 2274.99 2274.99 1422.28 3344.83 1352.45 3654.89246 246.00 2284.09 2284.09 1427.97 3358.21 1357.86 3669.51247 247.00 2293.19 2293.19 1433.66 3371.59 1363.27 3684.13248 248.00 2302.29 2302.29 1439.35 3384.97 1368.68 3698.75249 249.00 2311.39 2311.39 1445.04 3398.35 1374.09 3713.37250 250.00 2320.49 2320.49 1450.73 3411.73 1379.50 3727.99251 251.00 2329.59 2329.59 1456.42 3425.11 1384.91 3742.61252 252.00 2338.69 2338.69 1462.11 3438.49 1390.32 3757.23253 253.00 2347.79 2347.79 1467.80 3451.87 1395.73 3771.85254 254.00 2356.89 2356.89 1473.49 3465.25 1401.14 3786.47255 255.00 2365.99 2365.99 1479.18 3478.63 1406.55 3801.09256 256.00 2375.09 2375.09 1484.87 3492.01 1411.96 3815.71257 257.00 2384.19 2384.19 1490.56 3505.39 1417.37 3830.33258 258.00 2393.29 2393.29 1496.25 3518.77 1422.78 3844.95259 259.00 2402.39 2402.39 1501.94 3532.15 1428.19 3859.57260 260.00 2411.49 2411.49 1507.63 3545.53 1433.60 3874.19261 261.00 2420.59 2420.59 1513.32 3558.91 1439.01 3888.81262 262.00 2429.69 2429.69 1519.01 3572.29 1444.42 3903.43263 263.00 2438.79 2438.79 1524.70 3585.67 1449.83 3918.05264 264.00 2447.89 2447.89 1530.39 3599.05 1455.24 3932.67265 265.00 2456.99 2456.99 1536.08 3612.43 1460.65 3947.29266 266.00 2466.09 2466.09 1541.77 3625.81 1466.06 3961.91267 267.00 2475.19 2475.19 1547.46 3639.19 1471.47 3976.53268 268.00 2484.29 2484.29 1553.15 3652.57 1476.88 3991.15269 269.00 2493.39 2493.39 1558.84 3665.95 1482.29 4005.77270 270.00 2502.49 2502.49 1564.53 3679.33 1487.70 4020.39271 271.00 2511.59 2511.59 1570.22 3692.71 1493.11 4035.01272 272.00 2520.69 2520.69 1575.91 3706.09 1498.52 4049.63273 273.00 2529.79 2529.79 1581.60 3719.47 1503.93 4064.25274 274.00 2538.89 2538.89 1587.29 3732.85 1509.34 4078.87275 275.00 2547.99 2547.99 1592.98 3746.23 1514.75 4093.49276 276.00 2557.09 2557.09 1598.67 3759.61 1520.16 4108.11277 277.00 2566.19 2566.19 1604.36 3772.99 1525.57 4122.73278 278.00 2575.29 2575.29 1610.05 3786.37 1530.98 4137.35279 279.00 2584.39 2584.39 1615.74 3799.75 1536.39 4151.97

280 280.00 2593.49 2593.49 1621.43 3813.13 1541.80 4166.59281 281.00 2602.59 2602.59 1627.12 3826.51 1547.21 4181.21282 282.00 2611.69 2611.69 1632.81 3839.89 1552.62 4195.83283 283.00 2620.79 2620.79 1638.50 3853.27 1558.03 4210.45284 284.00 2629.89 2629.89 1644.19 3866.65 1563.44 4225.07285 285.00 2638.99 2638.99 1649.88 3880.03 1568.85 4239.69286 286.00 2648.09 2648.09 1655.57 3893.41 1574.26 4254.31287 287.00 2657.19 2657.19 1661.26 3906.79 1579.67 4268.93288 288.00 2666.29 2666.29 1666.95 3920.17 1585.08 4283.55289 289.00 2675.39 2675.39 1672.64 3933.55 1590.49 4298.17290 290.00 2684.49 2684.49 1678.33 3946.93 1595.90 4312.79291 291.00 2693.59 2693.59 1684.02 3960.31 1601.31 4327.41292 292.00 2702.69 2702.69 1689.71 3973.69 1606.72 4342.03293 293.00 2711.79 2711.79 1695.40 3987.07 1612.13 4356.65294 294.00 2720.89 2720.89 1701.09 4000.45 1617.54 4371.27295 295.00 2729.99 2729.99 1706.78 4013.83 1622.95 4385.89296 296.00 2739.09 2739.09 1712.47 4027.21 1628.36 4400.51297 297.00 2748.19 2748.19 1718.16 4040.59 1633.77 4415.13298 298.00 2757.29 2757.29 1723.85 4053.97 1639.18 4429.75299 299.00 2766.39 2766.39 1729.54 4067.35 1644.59 4444.37300 300.00 2775.49 2775.49 1735.23 4080.73 1650.00 4458.99301 301.00 2784.59 2784.59 1740.92 4094.11 1655.41 4473.61302 302.00 2793.69 2793.69 1746.61 4107.49 1660.82 4488.23303 303.00 2802.79 2802.79 1752.30 4120.87 1666.23 4502.85304 304.00 2811.89 2811.89 1757.99 4134.25 1671.64 4517.47305 305.00 2820.99 2820.99 1763.68 4147.63 1677.05 4532.09306 306.00 2830.09 2830.09 1769.37 4161.01 1682.46 4546.71307 307.00 2839.19 2839.19 1775.06 4174.39 1687.87 4561.33308 308.00 2848.29 2848.29 1780.75 4187.77 1693.28 4575.95309 309.00 2857.39 2857.39 1786.44 4201.15 1698.69 4590.57310 310.00 2866.49 2866.49 1792.13 4214.53 1704.10 4605.19311 311.00 2875.59 2875.59 1797.82 4227.91 1709.51 4619.81312 312.00 2884.69 2884.69 1803.51 4241.29 1714.92 4634.43313 313.00 2893.79 2893.79 1809.20 4254.67 1720.33 4649.05314 314.00 2902.89 2902.89 1814.89 4268.05 1725.74 4663.67315 315.00 2911.99 2911.99 1820.58 4281.43 1731.15 4678.29316 316.00 2921.09 2921.09 1826.27 4294.81 1736.56 4692.91317 317.00 2930.19 2930.19 1831.96 4308.19 1741.97 4707.53318 318.00 2939.29 2939.29 1837.65 4321.57 1747.38 4722.15319 319.00 2948.39 2948.39 1843.34 4334.95 1752.79 4736.77320 320.00 2957.49 2957.49 1849.03 4348.33 1758.20 4751.39321 321.00 2966.59 2966.59 1854.72 4361.71 1763.61 4766.01322 322.00 2975.69 2975.69 1860.41 4375.09 1769.02 4780.63323 323.00 2984.79 2984.79 1866.10 4388.47 1774.43 4795.25324 324.00 2993.89 2993.89 1871.79 4401.85 1779.84 4809.87325 325.00 3002.99 3002.99 1877.48 4415.23 1785.25 4824.49326 326.00 3012.09 3012.09 1883.17 4428.61 1790.66 4839.11327 327.00 3021.19 3021.19 1888.86 4441.99 1796.07 4853.73328 328.00 3030.29 3030.29 1894.55 4455.37 1801.48 4868.35329 329.00 3039.39 3039.39 1900.24 4468.75 1806.89 4882.97330 330.00 3048.49 3048.49 1905.93 4482.13 1812.30 4897.59331 331.00 3057.59 3057.59 1911.62 4495.51 1817.71 4912.21332 332.00 3066.69 3066.69 1917.31 4508.89 1823.12 4926.83333 333.00 3075.79 3075.79 1923.00 4522.27 1828.53 4941.45334 334.00 3084.89 3084.89 1928.69 4535.65 1833.94 4956.07335 335.00 3093.99 3093.99 1934.38 4549.03 1839.35 4970.69336 336.00 3103.09 3103.09 1940.07 4562.41 1844.76 4985.31

337 337.00 3112.19 3112.19 1945.76 4575.79 1850.17 4999.93338 338.00 3121.29 3121.29 1951.45 4589.17 1855.58 5014.55339 339.00 3130.39 3130.39 1957.14 4602.55 1860.99 5029.17340 340.00 3139.49 3139.49 1962.83 4615.93 1866.40 5043.79341 341.00 3148.59 3148.59 1968.52 4629.31 1871.81 5058.41342 342.00 3157.69 3157.69 1974.21 4642.69 1877.22 5073.03343 343.00 3166.79 3166.79 1979.90 4656.07 1882.63 5087.65344 344.00 3175.89 3175.89 1985.59 4669.45 1888.04 5102.27345 345.00 3184.99 3184.99 1991.28 4682.83 1893.45 5116.89346 346.00 3194.09 3194.09 1996.97 4696.21 1898.86 5131.51347 347.00 3203.19 3203.19 2002.66 4709.59 1904.27 5146.13348 348.00 3212.29 3212.29 2008.35 4722.97 1909.68 5160.75349 349.00 3221.39 3221.39 2014.04 4736.35 1915.09 5175.37350 350.00 3230.49 3230.49 2019.73 4749.73 1920.50 5189.99351 351.00 3239.59 3239.59 2025.42 4763.11 1925.91 5204.61352 352.00 3248.69 3248.69 2031.11 4776.49 1931.32 5219.23353 353.00 3257.79 3257.79 2036.80 4789.87 1936.73 5233.85354 354.00 3266.89 3266.89 2042.49 4803.25 1942.14 5248.47355 355.00 3275.99 3275.99 2048.18 4816.63 1947.55 5263.09356 356.00 3285.09 3285.09 2053.87 4830.01 1952.96 5277.71357 357.00 3294.19 3294.19 2059.56 4843.39 1958.37 5292.33358 358.00 3303.29 3303.29 2065.25 4856.77 1963.78 5306.95359 359.00 3312.39 3312.39 2070.94 4870.15 1969.19 5321.57360 360.00 3321.49 3321.49 2076.63 4883.53 1974.60 5336.19361 361.00 3330.59 3330.59 2082.32 4896.91 1980.01 5350.81362 362.00 3339.69 3339.69 2088.01 4910.29 1985.42 5365.43363 363.00 3348.79 3348.79 2093.70 4923.67 1990.83 5380.05364 364.00 3357.89 3357.89 2099.39 4937.05 1996.24 5394.67365 365.00 3366.99 3366.99 2105.08 4950.43 2001.65 5409.29366 366.00 3376.09 3376.09 2110.77 4963.81 2007.06 5423.91367 367.00 3385.19 3385.19 2116.46 4977.19 2012.47 5438.53368 368.00 3394.29 3394.29 2122.15 4990.57 2017.88 5453.15369 369.00 3403.39 3403.39 2127.84 5003.95 2023.29 5467.77370 370.00 3412.49 3412.49 2133.53 5017.33 2028.70 5482.39371 371.00 3421.59 3421.59 2139.22 5030.71 2034.11 5497.01372 372.00 3430.69 3430.69 2144.91 5044.09 2039.52 5511.63373 373.00 3439.79 3439.79 2150.60 5057.47 2044.93 5526.25374 374.00 3448.89 3448.89 2156.29 5070.85 2050.34 5540.87375 375.00 3457.99 3457.99 2161.98 5084.23 2055.75 5555.49376 376.00 3467.09 3467.09 2167.67 5097.61 2061.16 5570.11377 377.00 3476.19 3476.19 2173.36 5110.99 2066.57 5584.73378 378.00 3485.29 3485.29 2179.05 5124.37 2071.98 5599.35379 379.00 3494.39 3494.39 2184.74 5137.75 2077.39 5613.97380 380.00 3503.49 3503.49 2190.43 5151.13 2082.80 5628.59381 381.00 3512.59 3512.59 2196.12 5164.51 2088.21 5643.21382 382.00 3521.69 3521.69 2201.81 5177.89 2093.62 5657.83383 383.00 3530.79 3530.79 2207.50 5191.27 2099.03 5672.45384 384.00 3539.89 3539.89 2213.19 5204.65 2104.44 5687.07385 385.00 3548.99 3548.99 2218.88 5218.03 2109.85 5701.69386 386.00 3558.09 3558.09 2224.57 5231.41 2115.26 5716.31387 387.00 3567.19 3567.19 2230.26 5244.79 2120.67 5730.93388 388.00 3576.29 3576.29 2235.95 5258.17 2126.08 5745.55389 389.00 3585.39 3585.39 2241.64 5271.55 2131.49 5760.17390 390.00 3594.49 3594.49 2247.33 5284.93 2136.90 5774.79391 391.00 3603.59 3603.59 2253.02 5298.31 2142.31 5789.41392 392.00 3612.69 3612.69 2258.71 5311.69 2147.72 5804.03393 393.00 3621.79 3621.79 2264.40 5325.07 2153.13 5818.65

394 394.00 3630.89 3630.89 2270.09 5338.45 2158.54 5833.27395 395.00 3639.99 3639.99 2275.78 5351.83 2163.95 5847.89396 396.00 3649.09 3649.09 2281.47 5365.21 2169.36 5862.51397 397.00 3658.19 3658.19 2287.16 5378.59 2174.77 5877.13398 398.00 3667.29 3667.29 2292.85 5391.97 2180.18 5891.75399 399.00 3676.39 3676.39 2298.54 5405.35 2185.59 5906.37400 400.00 3685.49 3685.49 2304.23 5418.73 2191.00 5920.99401 401.00 3694.59 3694.59 2309.92 5432.11 2196.41 5935.61402 402.00 3703.69 3703.69 2315.61 5445.49 2201.82 5950.23403 403.00 3712.79 3712.79 2321.30 5458.87 2207.23 5964.85404 404.00 3721.89 3721.89 2326.99 5472.25 2212.64 5979.47405 405.00 3730.99 3730.99 2332.68 5485.63 2218.05 5994.09406 406.00 3740.09 3740.09 2338.37 5499.01 2223.46 6008.71407 407.00 3749.19 3749.19 2344.06 5512.39 2228.87 6023.33408 408.00 3758.29 3758.29 2349.75 5525.77 2234.28 6037.95409 409.00 3767.39 3767.39 2355.44 5539.15 2239.69 6052.57410 410.00 3776.49 3776.49 2361.13 5552.53 2245.10 6067.19411 411.00 3785.59 3785.59 2366.82 5565.91 2250.51 6081.81412 412.00 3794.69 3794.69 2372.51 5579.29 2255.92 6096.43413 413.00 3803.79 3803.79 2378.20 5592.67 2261.33 6111.05414 414.00 3812.89 3812.89 2383.89 5606.05 2266.74 6125.67415 415.00 3821.99 3821.99 2389.58 5619.43 2272.15 6140.29416 416.00 3831.09 3831.09 2395.27 5632.81 2277.56 6154.91417 417.00 3840.19 3840.19 2400.96 5646.19 2282.97 6169.53418 418.00 3849.29 3849.29 2406.65 5659.57 2288.38 6184.15419 419.00 3858.39 3858.39 2412.34 5672.95 2293.79 6198.77420 420.00 3867.49 3867.49 2418.03 5686.33 2299.20 6213.39421 421.00 3876.59 3876.59 2423.72 5699.71 2304.61 6228.01422 422.00 3885.69 3885.69 2429.41 5713.09 2310.02 6242.63423 423.00 3894.79 3894.79 2435.10 5726.47 2315.43 6257.25424 424.00 3903.89 3903.89 2440.79 5739.85 2320.84 6271.87425 425.00 3912.99 3912.99 2446.48 5753.23 2326.25 6286.49426 426.00 3922.09 3922.09 2452.17 5766.61 2331.66 6301.11427 427.00 3931.19 3931.19 2457.86 5779.99 2337.07 6315.73428 428.00 3940.29 3940.29 2463.55 5793.37 2342.48 6330.35429 429.00 3949.39 3949.39 2469.24 5806.75 2347.89 6344.97430 430.00 3958.49 3958.49 2474.93 5820.13 2353.30 6359.59431 431.00 3967.59 3967.59 2480.62 5833.51 2358.71 6374.21432 432.00 3976.69 3976.69 2486.31 5846.89 2364.12 6388.83433 433.00 3985.79 3985.79 2492.00 5860.27 2369.53 6403.45434 434.00 3994.89 3994.89 2497.69 5873.65 2374.94 6418.07435 435.00 4003.99 4003.99 2503.38 5887.03 2380.35 6432.69436 436.00 4013.09 4013.09 2509.07 5900.41 2385.76 6447.31437 437.00 4022.19 4022.19 2514.76 5913.79 2391.17 6461.93438 438.00 4031.29 4031.29 2520.45 5927.17 2396.58 6476.55439 439.00 4040.39 4040.39 2526.14 5940.55 2401.99 6491.17440 440.00 4049.49 4049.49 2531.83 5953.93 2407.40 6505.79441 441.00 4058.59 4058.59 2537.52 5967.31 2412.81 6520.41442 442.00 4067.69 4067.69 2543.21 5980.69 2418.22 6535.03443 443.00 4076.79 4076.79 2548.90 5994.07 2423.63 6549.65444 444.00 4085.89 4085.89 2554.59 6007.45 2429.04 6564.27445 445.00 4094.99 4094.99 2560.28 6020.83 2434.45 6578.89446 446.00 4104.09 4104.09 2565.97 6034.21 2439.86 6593.51447 447.00 4113.19 4113.19 2571.66 6047.59 2445.27 6608.13448 448.00 4122.29 4122.29 2577.35 6060.97 2450.68 6622.75449 449.00 4131.39 4131.39 2583.04 6074.35 2456.09 6637.37450 450.00 4140.49 4140.49 2588.73 6087.73 2461.50 6651.99

451 451.00 4149.59 4149.59 2594.42 6101.11 2466.91 6666.61452 452.00 4158.69 4158.69 2600.11 6114.49 2472.32 6681.23453 453.00 4167.79 4167.79 2605.80 6127.87 2477.73 6695.85454 454.00 4176.89 4176.89 2611.49 6141.25 2483.14 6710.47455 455.00 4185.99 4185.99 2617.18 6154.63 2488.55 6725.09456 456.00 4195.09 4195.09 2622.87 6168.01 2493.96 6739.71457 457.00 4204.19 4204.19 2628.56 6181.39 2499.37 6754.33458 458.00 4213.29 4213.29 2634.25 6194.77 2504.78 6768.95459 459.00 4222.39 4222.39 2639.94 6208.15 2510.19 6783.57460 460.00 4231.49 4231.49 2645.63 6221.53 2515.60 6798.19461 461.00 4240.59 4240.59 2651.32 6234.91 2521.01 6812.81462 462.00 4249.69 4249.69 2657.01 6248.29 2526.42 6827.43463 463.00 4258.79 4258.79 2662.70 6261.67 2531.83 6842.05464 464.00 4267.89 4267.89 2668.39 6275.05 2537.24 6856.67465 465.00 4276.99 4276.99 2674.08 6288.43 2542.65 6871.29466 466.00 4286.09 4286.09 2679.77 6301.81 2548.06 6885.91467 467.00 4295.19 4295.19 2685.46 6315.19 2553.47 6900.53468 468.00 4304.29 4304.29 2691.15 6328.57 2558.88 6915.15469 469.00 4313.39 4313.39 2696.84 6341.95 2564.29 6929.77470 470.00 4322.49 4322.49 2702.53 6355.33 2569.70 6944.39471 471.00 4331.59 4331.59 2708.22 6368.71 2575.11 6959.01472 472.00 4340.69 4340.69 2713.91 6382.09 2580.52 6973.63473 473.00 4349.79 4349.79 2719.60 6395.47 2585.93 6988.25474 474.00 4358.89 4358.89 2725.29 6408.85 2591.34 7002.87475 475.00 4367.99 4367.99 2730.98 6422.23 2596.75 7017.49476 476.00 4377.09 4377.09 2736.67 6435.61 2602.16 7032.11477 477.00 4386.19 4386.19 2742.36 6448.99 2607.57 7046.73478 478.00 4395.29 4395.29 2748.05 6462.37 2612.98 7061.35479 479.00 4404.39 4404.39 2753.74 6475.75 2618.39 7075.97480 480.00 4413.49 4413.49 2759.43 6489.13 2623.80 7090.59481 481.00 4422.59 4422.59 2765.12 6502.51 2629.21 7105.21482 482.00 4431.69 4431.69 2770.81 6515.89 2634.62 7119.83483 483.00 4440.79 4440.79 2776.50 6529.27 2640.03 7134.45484 484.00 4449.89 4449.89 2782.19 6542.65 2645.44 7149.07485 485.00 4458.99 4458.99 2787.88 6556.03 2650.85 7163.69486 486.00 4468.09 4468.09 2793.57 6569.41 2656.26 7178.31487 487.00 4477.19 4477.19 2799.26 6582.79 2661.67 7192.93488 488.00 4486.29 4486.29 2804.95 6596.17 2667.08 7207.55489 489.00 4495.39 4495.39 2810.64 6609.55 2672.49 7222.17490 490.00 4504.49 4504.49 2816.33 6622.93 2677.90 7236.79491 491.00 4513.59 4513.59 2822.02 6636.31 2683.31 7251.41492 492.00 4522.69 4522.69 2827.71 6649.69 2688.72 7266.03493 493.00 4531.79 4531.79 2833.40 6663.07 2694.13 7280.65494 494.00 4540.89 4540.89 2839.09 6676.45 2699.54 7295.27495 495.00 4549.99 4549.99 2844.78 6689.83 2704.95 7309.89496 496.00 4559.09 4559.09 2850.47 6703.21 2710.36 7324.51497 497.00 4568.19 4568.19 2856.16 6716.59 2715.77 7339.13498 498.00 4577.29 4577.29 2861.85 6729.97 2721.18 7353.75499 499.00 4586.39 4586.39 2867.54 6743.35 2726.59 7368.37500 500.00 4595.49 4595.49 2873.23 6756.73 2732.00 7382.99501 501.00 4604.59 4604.59 2878.92 6770.11 2737.41 7397.61502 502.00 4613.69 4613.69 2884.61 6783.49 2742.82 7412.23503 503.00 4622.79 4622.79 2890.30 6796.87 2748.23 7426.85504 504.00 4631.89 4631.89 2895.99 6810.25 2753.64 7441.47505 505.00 4640.99 4640.99 2901.68 6823.63 2759.05 7456.09506 506.00 4650.09 4650.09 2907.37 6837.01 2764.46 7470.71507 507.00 4659.19 4659.19 2913.06 6850.39 2769.87 7485.33

508 508.00 4668.29 4668.29 2918.75 6863.77 2775.28 7499.95509 509.00 4677.39 4677.39 2924.44 6877.15 2780.69 7514.57510 510.00 4686.49 4686.49 2930.13 6890.53 2786.10 7529.19511 511.00 4695.59 4695.59 2935.82 6903.91 2791.51 7543.81512 512.00 4704.69 4704.69 2941.51 6917.29 2796.92 7558.43513 513.00 4713.79 4713.79 2947.20 6930.67 2802.33 7573.05514 514.00 4722.89 4722.89 2952.89 6944.05 2807.74 7587.67515 515.00 4731.99 4731.99 2958.58 6957.43 2813.15 7602.29

HIRE CHARGES OF MACHINERYTotal Per

a) 446.70 296.30 166.70 909.70 Hour

b) 414.10 296.30 166.70 877.10 Hour

c) 402.50 296.30 166.70 865.50 Hour

d) 414.10 296.30 166.70 877.10 Hour

e) 414.10 296.30 166.70 877.10 Hour

RATES FOR CONVEYANCE BY MACHINERY1 Mincipal area allowance 0.00%2 Industrial area allowance 0.00%3 Agency area allowance 0.00%4 Allowable allowance 0.00%5 Add Overhead Charges & Contractor's Profit 0.00%A) For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum):

1 Lead up to 1 Km:Out put = 5.00 Cum Rate Per Amount

0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 446.70 Hour Rs. 67.010.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 296.30 Hour Rs. 44.450.15 Hrs. crew charges of Tipper 5.00 Cum @ Rs. 166.70 Hour Rs. 25.010.00 add area allowance at 0% on Rs. 25.01 Rs. 0.00

Rate for 5.00 Cum Rs. 136.47Rate for 1.00 Cum Rs. 27.29

0.00 27.29 Rs. 0.00

Total rate for 1.00 Cum Rs. 27.29




0.00 38.21 Hour Rs. 0.00



0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 446.70 Hour Rs. 125.080.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 296.30 Hour Rs. 82.96

Hire Charges

Fuel Charges

Crew Charges

Hire charges of Tipper 5.00 Cum capacity

Hire charges of Tipper 10 Tonnes capacity

Hire charges of Water Tanker 8000 Ltrs capacity

Hire charges of Truck 10 Tonnes capacity

Hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum

add overheads and contractors profit at 0% on Rs.


0.28 Hrs. crew charges of Tipper 5.00 Cum @ Rs. 166.70 Hour Rs. 46.680.00 add area allowance at 0% on Rs. 46.68 Rs. 0.00


0.00 50.94 Hour Rs. 0.00





0.00 61.86 Hour Rs. 0.00





0.00 72.78 Hour Rs. 0.00


6 Lead for every Km from 5 to 30 Km:Out put = 5.00 Cum Rate Per Amount



0.00 10.92 Hour Rs. 0.00


7 Lead for every Km beyond 30 Km:Out put = 5.00 Cum Rate Per Amount







0.00 9.10 Rs. 0.00


B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):




0.00 27.29 Rs. 0.00





0.00 38.21 Hour Rs. 0.00





0.00 50.94 Hour Rs. 0.00




Rate for 5.00 Cum Rs. 309.30





Rate for 1.00 Cum Rs. 61.860.00 61.86 Hour Rs. 0.00





0.00 72.78 Hour Rs. 0.00





0.00 10.92 Hour Rs. 0.00





0.00 9.10 Rs. 0.00


C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne):

1 Lead up to 1 Km:Out put = 8.00 MT Rate Per Amount


Rate for 8.00 MT Rs. 136.47





Rate for 1.00 MT Rs. 17.060.00 17.06 Rs. 0.00

Total rate for 1.00 MT Rs. 17.06



Rate for 8.00 MT Rs. 191.04Rate for 1.00 MT Rs. 23.88

0.00 23.88 Hour Rs. 0.00





0.00 31.84 Hour Rs. 0.00





0.00 38.66 Hour Rs. 0.00









0.00 45.49 Hour Rs. 0.00


6 Lead for every Km from 5 to 30 Km:Out put = 8.00 MT Rate Per Amount



0.00 6.82 Hour Rs. 0.00


7 Lead for every Km beyond 30 Km:Out put = 8.00 MT Rate Per Amount



0.00 5.69 Rs. 0.00


D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum):




0.00 40.14 Rs. 0.00









0.00 56.19 Hour Rs. 0.00





0.00 74.92 Hour Rs. 0.00





0.00 90.97 Hour Rs. 0.00





0.00 107.02 Hour Rs. 0.00









0.00 16.05 Hour Rs. 0.00





0.00 13.38 Rs. 0.00


E) For Water (per 1000 Ltrs):1 Lead up to 1 Km:

Out put = 8000 Ltrs Rate Per Amount0.15 402.50 Hour Rs. 60.38

0.15 296.30 Hour Rs. 44.45

0.15 166.70 Hour Rs. 25.01

0.00 add area allowance at 0% on Rs. 25.01 Rs. 0.00Rate for 8000 Ltrs Rs. 129.84Rate for 1000 Ltrs Rs. 16.23

0.00 16.23 Rs. 0.00

Total rate for 1000 Ltrs Rs. 16.23

2 Lead up to 2 Km:Out put = 8000 Ltrs Rate Per Amount

0.21 402.50 Hour Rs. 84.53

0.21 296.30 Hour Rs. 62.22

0.21 166.70 Hour Rs. 35.01


0.00 22.72 Rs. 0.00





Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.






0.28 402.50 Hour Rs. 112.70

0.28 296.30 Hour Rs. 82.96

0.28 166.70 Hour Rs. 46.68


0.00 30.29 Rs. 0.00



0.34 402.50 Hour Rs. 136.85

0.34 296.30 Hour Rs. 100.74

0.34 166.70 Hour Rs. 56.68


0.00 36.78 Rs. 0.00



0.40 402.50 Hour Rs. 161.00

0.40 296.30 Hour Rs. 118.52

0.40 166.70 Hour Rs. 66.68


0.00 43.28 Rs. 0.00


6 Lead for every Km from 5 to 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.06 402.50 Hour Rs. 24.15

0.06 296.30 Hour Rs. 17.78















0.06 166.70 Hour Rs. 10.00


0.00 6.49 Rs. 0.00


7 Lead for every Km beyond 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.05 402.50 Hour Rs. 20.13

0.05 296.30 Hour Rs. 14.82

0.05 166.70 Hour Rs. 8.34


0.00 5.41 Rs. 0.00


F) For Bricks (per 1000 Nos):1 Lead up to 1 Km:

Out put = 3000 Nos Rate Per Amount0.15 414.10 Hour Rs. 62.12

0.15 296.30 Hour Rs. 44.45

0.15 166.70 Hour Rs. 25.01

0.00 add area allowance at 0% on Rs. 25.01 Rs. 0.00Rate for 3000 Nos Rs. 131.58Rate for 1000 Nos Rs. 43.86

0.00 43.86 Rs. 0.00

Total rate for 1000 Nos Rs. 43.86

2 Lead up to 2 Km:Out put = 3000 Nos Rate Per Amount

0.21 414.10 Hour Rs. 86.96

0.21 296.30 Hour Rs. 62.22

0.21 166.70 Hour Rs. 35.01

0.00 add area allowance at 0% on Rs. 35.01 Rs. 0.00







Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.





Rate for 3000 Nos Rs. 184.19Rate for 1000 Nos Rs. 61.40

0.00 61.40 Rs. 0.00



0.28 414.10 Hour Rs. 115.95

0.28 296.30 Hour Rs. 82.96

0.28 166.70 Hour Rs. 46.68


0.00 81.86 Rs. 0.00



0.34 414.10 Hour Rs. 140.79

0.34 296.30 Hour Rs. 100.74

0.34 166.70 Hour Rs. 56.68


0.00 99.40 Rs. 0.00



0.40 414.10 Hour Rs. 165.64

0.40 296.30 Hour Rs. 118.52

0.40 166.70 Hour Rs. 66.68


0.00 116.95 Rs. 0.00















6 Lead for every Km beyond 5 Kms up to 30 Kms:Out put = 3000 Nos Rate Per Amount

0.06 414.10 Hour Rs. 24.85

0.06 296.30 Hour Rs. 17.78

0.06 166.70 Hour Rs. 10.00


0.00 17.54 Rs. 0.00


7 Lead for every Km beyond 30 Kms:Out put = 3000 Nos Rate Per Amount

0.05 414.10 Hour Rs. 20.71

0.05 296.30 Hour Rs. 14.82

0.05 166.70 Hour Rs. 8.34


0.00 14.62 Rs. 0.00


A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):

(i) Loading charges:Out put = 5.50 Cum Rate Per Amount

a) Labour:0.01 day Head mazdoor 375.00 day Rs. 3.750.25 day Mazdoor 320.00 day Rs. 80.00

Rs. 83.750.00 add area allowance at 0% on Rs. 83.75 Rs. 0.00

Total labour charges Rs. 83.75Rate for 5.50 Cum Rs. 83.75Rate for 1.00 Cum Rs. 15.23

0.00 15.23 Rs. 0.00










LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS)


(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount




0.00 7.61 Rs. 0.00


B)





0.00 30.45 Rs. 0.00






0.00 15.23 Rs. 0.00


C) For Cement (per Tonne):

(i) Loading charges:Out put = 10.00 MT Rate Per Amount



For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum):




Total labour charges Rs. 502.50Rate for 10.00 MT Rs. 502.50Rate for 1.00 MT Rs. 50.25

0.00 50.25 Rs. 0.00


(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount




0.00 50.25 Rs. 0.00


D) For Structural steel, Steel bars (per Tonne):





0.00 60.23 Rs. 0.00






0.00 60.23 Rs. 0.00






E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount



Total labour charges Rs. 83.75Rate for 2000 Nos Rs. 83.75Rate for 1000 Nos Rs. 41.88

0.00 41.88 Rs. 0.00


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount



Total labour charges Rs. 83.75Rate for 2000 Nos Rs. 83.75Rate for 1000 Nos Rs. 41.88

0.00 41.88 Rs. 0.00






Total labour charges Rs. 83.75b) Machinery:

0.50 414.10 Hour Rs. 207.05

0.50 296.30 Hour Rs. 148.15

0.50 166.70 Hour Rs. 83.35



LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)




0.00 add area allowance at 0% on Rs. 83.35 Rs. 0.00Total machinery charges Rs. 438.55Total labour and machinery charges Rs. 522.30Rate for 5.50 Cum Rs. 522.30Rate for 1.00 Cum Rs. 94.96

0.00 94.96 Rs. 0.00






0.166 414.10 Hour Rs. 68.74

0.166 296.30 Hour Rs. 49.19

0.166 166.70 Hour Rs. 27.67


0.00 34.09 Rs. 0.00


B)





0.50 414.10 Hour Rs. 207.05

0.50 296.30 Hour Rs. 148.15






For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):



0.50 166.70 Hour Rs. 83.35


0.00 110.19 Rs. 0.00






0.25 414.10 Hour Rs. 103.53

0.25 296.30 Hour Rs. 74.08

0.25 166.70 Hour Rs. 41.68


0.00 55.10 Rs. 0.00


C) For Cement (per Tonne):





1.00 414.10 Hour Rs. 414.10

1.00 296.30 Hour Rs. 296.30









1.00 166.70 Hour Rs. 166.70

0.00 add area allowance at 0% on Rs. 166.70 Rs. 0.00Total machinery charges Rs. 877.10Total labour and machinery charges Rs. 1379.60Rate for 10.00 MT Rs. 1379.60Rate for 1.00 MT Rs. 137.96

0.00 137.96 Rs. 0.00






1.00 414.10 Hour Rs. 414.10

1.00 296.30 Hour Rs. 296.30

1.00 166.70 Hour Rs. 166.70


0.00 147.94 Rs. 0.00


D) For Structural steel, Steel bars (per Tonne):





1.00 414.10 Hour Rs. 414.10

1.00 296.30 Hour Rs. 296.30









1.00 166.70 Hour Rs. 166.70


0.00 147.94 Rs. 0.00






1.00 414.10 Hour Rs. 414.10

1.00 296.30 Hour Rs. 296.30

1.00 166.70 Hour Rs. 166.70


0.00 147.94 Rs. 0.00


E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount




0.33 414.10 Hour Rs. 136.65

0.33 296.30 Hour Rs. 97.78









0.33 166.70 Hour Rs. 55.01

0.00 add area allowance at 0% on Rs. 55.01 Rs. 0.00Total machinery charges Rs. 289.44Total labour and machinery charges Rs. 373.19Rate for 2000 Nos Rs. 373.19Rate for 1000 Nos Rs. 186.60

0.00 186.60 Rs. 0.00


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount




1.00 414.10 Hour Rs. 414.10

1.00 296.30 Hour Rs. 296.30

1.00 166.70 Hour Rs. 166.70

0.00 add area allowance at 0% on Rs. 166.70 Rs. 0.00Total machinery charges Rs. 877.10Total labour and machinery charges Rs. 1379.60Rate for 2000 Nos Rs. 1379.60Rate for 1000 Nos Rs. 689.8

0.00 689.80 Rs. 0.00




a) Machinery:0.11 414.10 Hour Rs. 45.55

0.11 296.30 Hour Rs. 32.59

0.11 166.70 Hour Rs. 18.34

0.06 414.10 Hour Rs. 24.85







LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)

Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.

Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

0.06 296.30 Hour Rs. 17.78

0.06 166.70 Hour Rs. 10.00

0.00 add area allowance at 0% on Rs. 28.34 Rs. 0.00Total machinery charges Rs. 149.11Rate for 5.50 Cum Rs. 149.11Rate for 1.00 Cum Rs. 27.11

0.00 27.11 Rs. 0.00




0.08 296.30 Hour Rs. 23.70

0.08 166.70 Hour Rs. 13.34

0.00 add area allowance at 0% on Rs. 13.34 Rs. 0.00Total machinery charges Rs. 70.17Rate for 5.50 Cum Rs. 70.17Rate for 1.00 Cum Rs. 12.76

0.00 12.76 Rs. 0.00


B)



0.17 296.30 Hour Rs. 50.37

0.17 166.70 Hour Rs. 28.34

0.12 414.10 Hour Rs. 49.69

0.12 296.30 Hour Rs. 35.56

0.12 166.70 Hour Rs. 20.00

0.00 add area allowance at 0% on Rs. 48.34 Rs. 0.00Total machinery charges Rs. 254.36Rate for 5.50 Cum Rs. 254.36

Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.






For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):




Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

Rate for 1.00 Cum Rs. 46.250.00 46.25 Rs. 0.00



Thasildhar office Rapthadu 2015-16.xlsx

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