const zphs patha kothagudem

Note Submitted :Sir,

Sub:- Construction of Class Room- Detailed Estimate - Technical Sanction - Rs 128.81 Lakhs - Reg.

Ref :-

******* *******

Description

Living rooms with sit-out 25 6.22 x 3.65 567.58

Bath rooms with WCs 161.38 x

2.3151.00

1 2.38 x 1.51 3.59

Kitchen with Store 1 6.10 x 5.08 30.99

Dining Hall 1 6.10 x 6.10 37.21

(a). Office Room & Kitchen 1 6.10 x 3.65 22.27

(b). Bed Room 1 3.55 x 3.76 13.35

1 6.10 x 3.05 18.61

Recreation Room 1 6.10 x 3.05 18.61Security Room 1 3.05 x 3.05 9.30

Generator Room 1 3.05 x 3.05 9.30

1 2.43 x 3.65 8.87790.68

1. GO Rt No. 345 dated 06-07-2012 of School Education (SE-PROG 1) Dept, Andhra Pradesh, Hyd,

2. Lr. No: AE1/SE/APEWIDC/HYD/MS-GH/WGL, Dtd 18.9.2012 of the Superintending Engineer, APEWIDC.

The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of (355) Girls hostel Buildings in the premises of Model Schools through G.O.Rt. No. 345, Dated 06-07-2012 with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh, includingConstruction of Class Room

The Funding Pattern is : 90% of the capital cost will be borne by the Central Government and the balance 10 % will be provided by the State Government. While planning and designing the building and other infrastructure for the model school attached Girls hostel buildings all standard norms were adopted thous altogether 32 rooms are to be constructed with following provisions:

No of Rooms

RoomSize

Area in Sqm

Bath rooms with WCs for differently able students

Wardens room - cum- Office

Mini Library-cum- Reading Room

Medical Check-up -Cum- Visitors Room

The total plinth area of the builidng including walls & circulation area is arrived as 1097.00 Sqmt are 11803.00 Sft.

The Detailed Estimate is prepared with the following common provisions:

1. Earth work excavation in all types of soils for open foundations

2.

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 useful available excavated earth in trenches, sides of foundations and for basement filling.

7. Flush pointing to RRS masonry in CM (1:3) for basement.

1.

2. Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.

3. Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.

4.

5.

6.

7.

8.

9.

10.

11.

Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft

Vide reference 2nd cited the Superintending Engineer has submitted the detailed estimate duly adopting the type design.

A) Foundations and Sub-Structure:

SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection.

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

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.

B) Superstructure:

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

P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.

RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.

RCC M 25 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 graded metal for steps .

Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure.

Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class 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.

Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.

12. Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).

13.

14.

15.

16.

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

18. Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.

19.

20.

21. Painting to wood work, flush shutters with luppam finish.22. Painting two coats with synthetic enamel paint 1st grade to new iron work.

23.

24.

25.

26. #REF!

27. #REF!

28. NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with

i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).

29.

AMENITIES:

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.

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

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

Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal 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 all fixtures.

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal 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 all fixtures.

Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutters Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).

1.

2.

DATAS & RATES:

The Superintending Engineer has submitted the sub-estimate for Water supply and Sanitary Arrangements as per the requirements based on approved plan and the same may be allowed.

The Superintending Engineer has submitted the sub-estimate for Internal Electrification as per the requirements based on approved plan and the same may be allowed.

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 2011-2012. Cement and Steel rates are adopted as approved by the committee of the Chief Engineers for the month of August 2012.

SPECIFICATIONS:

Quarries:

Overhead Charges & Contractor’s Profit:

VAT:

The SE has proposed following other provisions in the estimate

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The SE has proposed following Lumpsum provisions in the estimate

The estimate is submitted for according technical sanction.

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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 Superintending Engineer has proposed 25 % on labour charges towards Municipal area allowence and necessaey certificate is enclosed in the lead chart, hence the same may be allowed on the responsibilty of the SE, APEWIDC Guntur

14% towards overhead charges and contractor’s profit put together has been proposed by the SE APEWIDC Guntur 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. Hence the same may be allowed.

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

The Estimate is scrutinized and here-with put up for kind perusal and for according technical sanction for Rs128.81 Lakhs. The Draft 'Bill of Quantites' and BID document is also here-with put for kind perusal and approval.

AE/AEE Dy. EE EE SE CE

Estimate

Name of the Work

Estimate Cost Rs. 128.81 Lakhs

Section : Badangi

Sub-Division : Vizianagaram

Division : Vizianagaram

Circle : Guntur

A.P.E.& W.I.D.C: Engineering Department

Construction of MLA Quarter in Kothagudem in Khammam district

SPECIFICATION REPORT

Estimated cost Rs. 128.81 Lakhs.

Name of work: Construction of Class Room

Authority:

Living Rooms with sitout &drying space : 25 nosLibrary cumReading room : 1 nos

Recreation room : 1 nos

Medical checkup Room : 1 nosKitchen : 1 no.Dining hall : 1 no.Residential accomdation for warden : 1 no.Security room : 1 no.Generator room : 1 no.Office Room : 1 no.Toilets with bath : 16 no.Toilets for specially need students : 1 no.

The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of

Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of

(355) Girls Hostels attached to Model Schools vide G.O.Rt. No. 345, Dated 06-07-2012

with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh,

includingConstruction of Class Room, with a funding pattern of 90% of Central Share and

10% of State Share

While planning and designing the building and other infrastructure for the model schools specification as stipulated by GOI, specified norms are adopted. A Model Plan is preprared as per the scheme norms of Girls Hostel. The hostel is proposed to accommodate 100 students in G+1 with following accommadation.

As per the Girls hostel norms, altogether, 34 rooms are to be constructed as follows:

The estimate is prepared dully adopting the type design prepared by the APEWIDC and approved by the Govt. of India. The required accomdation is propoaed in Ground floor and first floor

Provisions:

The Detailed Estimates are prepared with the following common provisions:

1. Earth work excavation in all types of soils for open foundations

2.

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.

7. Flush pointing to RRS masonry in CM (1:3) for basement.

1.

2.

3. Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.

4. P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.

5.

Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft

A) Foundations and Sub-Structure:SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection and sbc report.

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

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.

Filling with useful available excavated earth in trenches, sides of foundations and for basement.

B) Superstructure:

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

Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.

RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.

6.

7.

8.

9.

10.

11.

12. Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).

13.

14.

15.

16.

17.

18. Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.

19.

20.

21.

RCC M 25 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 2nd class traditional bricks for Superstructure.

Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class 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.

Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.

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.

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

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.

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

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

22. Painting to wood work, flush shutters with luppam finish.

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

24.

25.

26.

27. #REF!

28. #REF!

29.

i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).

30.

AMENITIES:

1)

2)

Supply and Fixing of Medium Teak Wood Main Door with Double leaf shutter and grilled & Glazed side panel is proposed. Door Size is 4.00x2.13 mtrs with Medium teak wood Frame and Medium teak wood Shutters. Fixtures are of brass metal for elegant look and q

Supply and Fixing of Door with Single leaf shutter, Door Size 1.22x2.13 mtrs with Sal 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.

Supply and Fixing of Door with Single leaf shutter, Door Size 1.00x2.13 mtrs with Sal 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.

NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with

Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).

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

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

DATAS & RATES:

SPECIFICATIONS:

Quarries:

Overhead Charges & Contractor’s Profit:

LUMP SUM PROVISIONS:

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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 2011-2012. Cement and Steel rates are adopted as approved by the Committee of the Chief Engineers for November 2014

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 25 % allowance on labour is proposed towards Municipal area allowence

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,Guntur, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be provided at 5% of ECV.

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The estimate is submitted for according technical sanction.

0 PRSD Kothagudem 0

0 0 0

00

SPECIFICATION REPORT

The estimate is prepared with following provisions

1

2

3

4 Lintels

5 Sunshades

6 Roof Beams

7 Roof Slab 115 mm Thick

8 Roof Slab 100 mm Thick

9 Wearing Coat 50 mm Thick

10

11

12

13

14

15 #REF!

16 #REF!

17 #REF!

18 #REF!

The Detailed Estimate is Prepared with Current SSR 2013-14

Eartly Technical Sanction is solicited

Specification Report accompanying the work " Special Repairs to ZPHS in Tekulapalli (V) and Tekulapalli (M) in Khammam District " Was administratively sanctioned for Rs. 12.00Lakhs vide proceedings RC No. 767/C4/2012 Dt: 16.04.2013 by DEO Khammam Maintenance of High schools in Khammama District.

DISMANTLING clearing away and carefully stacking materials useful for reuse. Brick Masonary including Cost and conveyence of all charges for clearing away the debris etc.,

DISMANTLING clearing away and carefully stacking materials useful for reuse old cement plastering including Cost and conveyence of all charges for clearing away the debris etc.,

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., complete for Lintels

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials etc., complete for finished item of work.

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 , etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904)

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like etc., complete for finished item of work. (APSS No. 402).

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 (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, etc., complete for finished item of work.(APSS No.703 & 701)

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, etc., complete for finished item of work in all floors. (APSS No.126)

Asst. EngineerTW/ Gundala

Dy. Executive EngineerTW/ SD/Sudimalla

Executive EngineerTW/ Division/Bhadrachalam

N.W :: Construction of Tahsil Office Building at Narsapur in Medak District

General Abstract

S.NO Description Amount

Cost of civil works

1 Ground Floor 5,159,285

2 Terrace Floor 400,000

3 Total 5,559,285

4 170,000

5 Internal & External Electrical arrangements LS 350,000

6 Total 6,079,285

7 Provision for Price Escalation,@5% on item 6 303,964

8 Provision for Seigniorage Charges 55,593

9 Provision for VAT@5% on item 6 303,964

10 Centage charges @15.50% 1,045,135

11 Provision for Architectural features 70,000

12 Provision for dismantling old structures LS 500,000

13 Provision for Soil Exploration 20,000

14 Provisioon for Avagahana Sadasu 5,000

15 Provision for QC charges @1% 60,793

16 Add for rounding off 13,819

Grand Total Rs. 8,457,553

( Rupees Eighty Five Lakhs and Seventy Thousand Only )

Water supply and sanitary arrangements-(As per Sub estimate)

GOVERNMENT OF TELANGANAPANCHAYAT RAJ ENGINEERING DEPARTMENT

Construction of Class Room

NAME OF THE DISTRICT Khammam

NAME OF THE CIRCLE Khammam

NAME OF THE DIVISION Kothagudem

NAME OF THE SUB. DIV Kothagudem

NAME OF THE SECTION Kothagudem

Estimate Cost Rs. 10.00 Lakhs

SOR 2015-16

GENERAL ABSTRACT

Sl. No. Description of item Amount( in Rs )

1Construction of Class Room

630799.00

2 Construction of Toilet Block 315234.00

3 Provision for Water supply and Sanitation at 2% 18921.00

4 Provision for Electrification at 2% 18921.00

5 Total 946033.00

6 Provision for VAT@5% 47302.00

7 Provision for QC charges @0.5% 4730.00

8 LS Amount for unforseen items 1935.00

Grand Total Rs 1,000,000.00

Assistant Engineer Deputy Executive Engineer Executive EngineerPR Kothagudem PR Sub-Division Kothagudem PRI Division Kothagudem

Name of the Work : Construction of Building to English Medium School in Patha Kothagudem in Kothagudem Mandal in Khammam District

ABSTRACT CUM DETAILED ESTIMATE

S.NOItem of work

NoMeasurement Quantity Rate per Amount

L B D

1 2 3 4 5 6 7 8 9 10

1

Room columns 1 x 23 2.00 2.00 2.05 188.60

Verandah columns 1 x 9 1.40 1.40 1.65 29.11

Long walls 1 x 3 31.37 0.45 0.45 19.06

Crosswalls 1 x 5 7.28 0.45 0.45 7.37

Verandah cross walls 1 x 5 2.00 0.45 0.45 2.03

246.17 266.15 cum 65518.00

Room columns 1 x 23 2.00 2.00 0.10 9.20


10.96 1026.70 cum 11253.00

2

Room columns 1 x 23 2.00 2.00 0.15 13.80


Long walls 1 x 3 31.37 0.45 0.15 6.35

Crosswalls 1 x 5 7.28 0.45 0.15 2.46


25.94 3740.10 cum 97018.00


Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)

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, seignorage 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 Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, 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 Flooring Bed (APSS No. 402)

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

3

a FootingsRoom columns 1 × 23 1.80 1.8 0.500 37.26

Verandah columns 1 × 9 1.20 1.2 0.400 5.18

42.44 8739.25 cum 370894.00

Pedestals

Room columns 1 × 23 0.60 0.75 0.600 6.21


7.67 9158.75 cum 70248.00

b Columns Upto GL

Room columns 1 × 23 0.23 0.3 0.400 0.63


Columns up to Lintel Level

Room columns 1 × 23 0.23 0.3 2.100 3.33


Columns up to Roof Level

Room columns 1 × 23 0.23 0.3 1.200 1.90


7.34 ### cum 79645.00

Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

c Plinth BeamLong walls 1 x 3 31.15 0.23 0.30 6.45

Crosswalls 1 x 5 7.50 0.23 0.30 2.59


9.73 ### cum 105489.00

d Breasumer beam

Long beam 1 x 3 31.15 0.23 0.30 6.45


7.240 ### cum 75014.00

e Lintels

Over Doors 1 × 4 1.50 0.23 0.15 0.207

Over Windows W1 4 × 3 1.80 0.23 0.15 0.745

0.952 ### cum 10563.00

f Sun shades 0.60m Wide

Over Windows W1 4 × 2 1.80 0.6 8.640

Verandah sunshade 1 × 1 32.35 0.6 19.410


30.810 885.95 Sqm 27296.00

g Roof BeamsCross beams 1 × 9 7.96 0.23 0.40 6.591

Long beams 1 × 2 31.15 0.23 0.30 4.299

Verandah cross beams 1 × 5 2.23 0.23 0.23 0.590

11.480 ### cum 118945.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

h Roof Slab 125 mm thick

1 × 1 31.75 10.79 342.583

### 1245.85 Sqm 426807.00

4

Rooms 1 x 4 7.50 7.50 0.600 135.000

Verandah 1 x 4 7.50 2.00 0.600 36.000

171.00 259.35 cum 44349.00

5

Basement

Long walls 1 × 3 31.15 0.23 0.600 12.896Room cross walls 1 × 5 7.5 0.23 0.600 5.175

Verandah cross walls 1 × 5 2 0.23 0.600 1.380

Upto lintel lavel

Long walls 1 × 3 31.15 0.23 2.100 45.136

Room cross walls 1 × 5 7.5 0.23 2.100 18.113

Deductions

Doors D1 1 × 4 1.2 0.23 2.100 -2.318

Windows W1 4 × 3 1.5 0.23 1.350 -5.589Above Lintel levelLong walls

Long walls 1 × 3 31.15 0.23 0.900 19.344

Room cross walls 1 × 5 7.5 0.23 0.900 7.763

Verandah cross walls 1 × 2 7.5 0.23 0.900 3.105

105.01 5064.80 cum 531829.00

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, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

6

15.00

15.00 ### 1mt 655.00

7

Rooms 1 × 4 7.50 7.500 225.000

Verandah 1 × 1 30.69 2.000 61.380

Slab projection 1 × 2 31.75 2.000 127.000

1 × 1 10.19 2.000 20.380

433.76 343.82 Sqm 149134.00

8

In side

Rooms 4 × 4 7.50 3.300 396.000

Verandah 1 × 1 30.69 3.300 101.277

Verandah 1 × 1 30.69 1.200 36.828

Verandah cross walls 1 × 2 2.00 1.200 4.800

Deductions

Doors D1 1 × 4 1.2 2.100 -10.080

Windows W1 4 × 3 1.5 1.350 -24.300

504.53 236.55 Sqm 119345.00

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

Celing 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 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, 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 finished item of work. (APSS 901,903 & 904)

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

9

Out side walls

Rear wall 1 × 1 31.15 3.300 102.795

Front wall 1 × 1 31.15 1.200 37.380

side walls 1 × 2 7.73 3.30 51.018

side walls 1 × 2 2.23 1.20 5.352

196.55 347.20 Sqm 68240.00

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, seigniorage charges, 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., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

10

Rooms 1 × 4 7.50 7.5 225.000

Verandah 1 × 1 31.15 2.23 69.465

294.47 1648.95 sqm 485558.00

11

Rooms 4 × 4 7.50 0.100 12.000

Verandah 1 × 1 31.15 0.100 3.115

15.12 1648.95 sqm 24924.00

14

Celing plastering Qty 433.76

In side plastering Qty 504.53

938.29 87.83 sqm 82410.00

Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) 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, seigniorage charges, 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 minimum of 15 mm thick (0.457M x 0.457M) 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, seigniorage charges, 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) Skirting

Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior 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 external Walls.(APSS No. 911)

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

15

Out side plastering Qty 196.55

196.55 177.99 sqm 34982.00

16

Windows W1 4 × 3 1.5 1.350 24.300

Ventilators 4 × 4 0.9 0.600 8.640

32.94 5200.00 sqm 171288.00


NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘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 alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

17

Doors 1 × 4 4.000

4.00 6851.55 each 27406.00

3198810.00

Assistant Engineer Deputy Executive Engineer(R&B) Executive Engineer PR Kothagudem PRSD Kothagudem PR Division Kothagudem

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal 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 M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated 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.

WORKING ETSTIMATE FOR SHEDS

S.NO

Item of workAs per Sanctioned Estimate

As per Working Estimate Excess LessAs per Workdone As per Work to be done

Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount

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

PART- A (WORKDONE)

1

### 178.55 cum ### 190.51 178.55 cum 34015.92 - 18656.1

2

41.00 ### cum ### 16.84 3473.85 cum 58496.16 - 83931.8

Name of the Work:CONSTRUCTION OF BNRGSK (MANDALA SAMAKHYA) BUILDING AT GUNDALA (V & M) IN KHAMMAM DISTRICT.



S.NO




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

3

Footings39.00 ### cum ### 29.27 6511.05 cum 190578.43 - 63352.6

Pedestals### cum 0.00 3.54 6511.05 cum 23049.12 23049.1 -

Columns 14.70 7311 cum ### 8.17 7310.65 cum 59729.30 - 47737.7


S.NO




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

Plinth Beam

15.20 ### cum ### 12.21 8026.30 cum 98017.18 - 23982.8

Verandah Beam

### ### cum ### 2.094 6675.05 cum 13977.55 - 87817.5

Lintels

2.200 ### cum ### 1.054 7367.30 cum 7765.13 - 8443.87

Sun shades 0.60m Wide

### 528.05 Sqm ### 25.590 528.05 Sqm 13512.80 - 2329.2

Roof Beams

### ### cum ### 14.219 6675.05 cum 94912.54 - 0.46

Roof Slab 125 mm thick

### 790.10 Sqm ### ### 790.10 Sqm 205805.25 183603 -

### 2278 cum ### 38.058 2278.45 cum 86713.25 13803.3 -

### 13.90 cum 3155.00 - 3155

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using 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 & 615)

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

S.NO




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

5

### 142.70 cum ### 147.25 142.70 cum 21013.15 - 3245.85

6

70.87 ### cum ### 70.87 3546.30 cum 251315.64 - 0.36

8767 50715 1mt ### 8767 50714.8 1mt 444614.12 - -

1603515.54

PART- B (WORK TO BE DONE)




S.NO




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

7

246.29 343.82 Sqm 84678.00 84678 -

622.47 236.55 Sqm 147245.00 147245 -

197.32 347.20 Sqm 68511.00 68511 -




S.NO




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

20.79 3740.10 Cum 77757.00 77757 -

207.84 1648.95 sqm 342718.00 342718 -

12.97 1648.95 10sq 2139.00 2139 -


Flooring with Rough Tandur / shahabad stone of minimum thickness 40mm thick, set over base coat of cement mortar (1:8) 12mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work.

Flooring with Rough Tandur / shahabad stone of minimum thickness 40mm thick, set over base coat of cement mortar (1:8) 12mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work.

S.NO




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

868.76 95.38 Sqm 82862.00 82862 -

9

197.32 141.35 Sqm 27892.00 27892 -

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (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., complete for finished item of work in all floors for internal walls (SS 911)

Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior 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 external Walls.(APSS No. 911)

S.NO




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

3.51 90.30 Sqm 317.00 317 -

8.00 6601.66 Each 52813.00 52813 -

2.00 4424.80 Each 8850.00 8850 -

Painting to New wood work with two coats of ready mixed first quality synthetic enamel paint of approved brand and shade over primary coat of wood 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 (APSS No. 1201 &1208)

Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Double Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work

Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work

S.NO




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

18.00 6793.90 Each 122290.00 122290 -

2621587.54

Add 5% VAT 131079.00 131079 -

Add LS Amount for Roundoff 4820.46 4820.46 -

2757487.00

Supply and fixing of 18guage M.S. plain sheet WINDOW of size 1.50x1.35m (Triple Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 2525 angle of size 55mm x 25mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work




Remarks

17


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

1

b Columns Columns up to Roof Leve1 × 19 0.23 0.38 3.000 4.98

4.98 ### cum 56182.00

e Lintels

Over Doors 1 × 8 1.50 0.23 0.15 0.414

Over Windows W1 1 × 5 1.80 0.23 0.15 0.311

Over Windows wW2 1 × 3 1.50 0.23 0.15 0.155

0.880 ### cum 10085.00


Over Windows W1 1 × 5 1.80 0.6 5.400

Over Windows wW2 1 × 3 1.50 0.6 2.700

8.100 917.90 Sqm 7435.00

g Roof BeamsLong Beams

A1 to A6, B1 to B6 1 × 2 16.21 0.23 0.45 3.355

C1 to C6 1 × 1 16.21 0.23 0.30 1.118

A1, B1 to A4, B4 1 × 1 8.34 0.23 0.30 0.575

D1 to D2, E1 to E2, G1 to G 1 × 3 4.56 0.23 0.30 0.944

C5, D5 to C6, D6 1 × 1 4.27 0.23 0.30 0.294D2, G2 to D5, F5 1 × 1 6.23 0.23 0.30 0.430

Roof beam cross walls

1 × 4 6.63 0.23 0.30 1.830

G1 to G1, C2 to G2 1 × 2 9.85 0.23 0.30 1.359

C4 to E4 1 × 2 6.68 0.23 0.45 1.383

E4 to G4 1 × 1 4.58 0.23 0.30 0.316

C5 to F5, C6 to F6 1 × 2 7.17 0.23 0.30 0.989

12.593 ### cum 134294.00


Back side long span 1 × 1 16.207 13.08 211.988

### 1281.45 Sqm 271652.00

i Roof Slab 175 mm thick

1st flight 1 × 1 1.15 2.4 2.760

Landing 1 × 1 2.48 1.62 4.018

2nd flight 1 × 1 1.15 2.4 2.760

9.538 1609.90 Sqm 15355.00

2

Upto lintel lavel

Long walls

Rear long wall 1 × 1 15.98 0.23 3.000 11.026

1 × 1 8.36 0.23 3.000 5.768

1 × 1 15.98 0.23 3.000 11.026

Lounge 1 × 1 4.57 0.23 3.000 3.153

Drawing front wall 1 × 1 3.69 0.23 3.000 2.546

Pooja & office long walls 1 × 2 4.27 0.23 3.000 5.893

Foyer 1 × 1 2.55 0.23 3.000 1.760

Cross walls

Toilet & ward robe 1 × 1 1.83 0.23 3.000 1.263Left side wall 1 × 1 16.73 0.23 3.000 11.544

Staircase L/S wall 1 × 1 4.57 0.23 3.000 3.153

Room L/S wall 1 × 1 6.93 0.23 3.000 4.782

Dining to kitchen 1 × 1 9.89 0.23 3.000 6.824

Drawing 1 × 1 4.57 0.23 3.000 3.153

Office to pooja 1 × 1 7.17 0.23 3.000 4.947

R/S wall 1 × 1 14.03 0.23 3.000 9.681

Deductions

Doors D1 1 × 8 1.2 0.23 2.100 -4.637

Windows W1 1 × 5 1.5 0.23 1.350 -2.329

Windows W2 1 × 3 1.2 0.23 1.350 -1.118staircase Openings 1 × 1 2.66 0.23 2.100 -1.285

Lounge opening 1 × 1 3.23 0.23 2.100 -1.560

Pooja 1 × 1 1.5 0.23 2.100 -0.725

Guest Bed Room 1 × 1 2.44 0.23 2.100 -1.179

73.69 5315.30 cum 391663.00

3

6

6 ### 1mt 267.00

4

Bed 1 × 1 6.07 4.57 27.740

Toilet 1 × 1 3.05 1.83 5.582

Ward robe 1 × 1 5.08 1.83 9.296

Staircase 1 × 1 2.07 4.57 9.460

Guest Bed Room 1 × 1 6.93 6.63 45.946

Launge 1 × 1 4.57 3.69 16.863

Pooja room 1 × 1 4.27 1.720 7.344

1 × 1 6.22 4.86 30.229

152.46 372.32 Sqm 56763.00

4

In side

Bed 1 × 2 6.07 3.450 41.883

1 × 2 4.57 3.450 31.533

Toilet 1 × 2 3.05 3.450 21.045

1 × 2 1.83 3.450 12.627

Ward robe 1 × 2 5.08 3.450 35.052

1 × 2 1.83 3.450 12.627

Staircase 1 × 2 2.07 3.450 14.283

1 × 2 4.57 3.450 31.533

Guest Bed Room 1 × 2 6.93 3.450 47.817

1 × 2 6.63 3.450 45.747

Lounge 1 × 2 4.57 3.450 31.533

1 × 2 3.69 3.450 25.461

1 × 2 3.69 3.450 25.461

Living 1 × 2 6.22 3.450 42.918

1 × 2 4.86 3.450 33.534

Pooja room 1 × 2 4.27 3.450 29.463

1 × 2 1.72 3.450 11.868

Deductions

Doors D1 1 × 8 1.2 2.100 -20.160

Windows W1 1 × 5 1.5 1.350 -10.125

Windows W2 1 × 3 1.2 1.350 -4.860

staircase Openings 1 × 2 2.66 2.100 -11.172

Lounge opening 1 × 2 3.23 2.100 -13.566

Pooja 1 × 2 1.5 2.100 -6.300

Room 1 × 2 2.44 2.100 -10.248

417.95 261.70 Sqm 109379.00

5

Out side walls

front & Rear long wall 1 × 2 15.98 3.450 110.262

side walls 1 × 2 13.08 3.45 90.252

200.51 372.35 Sqm 74661.00

6

Bed 1 × 1 6.07 4.57 27.740

Ward robe 1 × 1 5.08 1.83 9.296

Guest Bed Room 1 × 1 6.93 6.63 45.946

Launge 1 × 1 4.57 3.69 16.863

Pooja room 1 × 1 4.27 1.720 7.344

1 × 1 6.22 4.86 30.229

137.42 1673.10 sqm 229914.00

7

Bed 1 × 2 6.07 0.100 1.214

1 × 2 4.57 0.100 0.914

Ward robe 1 × 2 5.08 0.100 1.016

1 × 2 1.83 0.100 0.366

Guest Bed Room 1 × 2 6.93 0.100 1.386

1 × 2 6.63 0.100 1.326

Launge 1 × 2 4.57 0.100 0.914

1 × 2 3.69 0.100 0.738

Living 1 × 2 6.22 0.100 1.244

1 × 2 4.86 0.100 0.972

Pooja room 1 × 2 4.27 0.100 0.854

1 × 2 1.72 0.100 0.344

Office 1 × 2 4.27 0.100 0.854

1 × 2 4.99 0.100 0.998

Deductions

staircase Openings 1 × 2 2.66 0.100 -0.532

Longe opening opening 1 × 2 3.23 0.100 -0.646

Pooja 1 × 2 1.5 0.100 -0.300

Room 1 × 2 2.44 0.100 -0.488

11.17 1673.10 sqm 18695.00

8

Toilet 1 × 2 3.05 1.83 11.163

11.16 941.40 sqm 10509.00

9

Toilet 2 × 2 3.05 2.100 25.620

2 × 2 1.83 2.100 15.372

Deduct door 1 × 2 1.20 2.100 5.040

46.03 551.05 sqm 25366.00

Bed 1 × 1 6.07 4.57 27.740

Ward robe 1 × 1 5.08 1.83 9.296

Guest Bed Room 1 × 1 5.57 6.63 36.916

Lounge 1 × 1 4.57 3.69 16.863

Living 1 × 1 6.22 4.86 30.229

Pooja room 1 × 1 4.27 1.720 7.344

128.39 418.38 sqm 53715.00

10



570.41 177.99 sqm 101525.00

11


200.51 87.83 sqm 17610.00

12

Windows W1 1 × 5 1.5 1.350 10.125

Windows W2 1 × 3 1.2 1.350 4.860

Ventilators 1 × 2 0.9 0.600 1.080

16.07 5200.00 sqm 83538.00

13

Doors 1 × 8 8.000

8.00 6851.55 each 54812.00

1723420.00

14 Provision for Electrification @ 12.5% 215428.00

15 Provision for water supply and sanitory items @ 10% 172342.00

2111190.00

Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem

Name of the Work: Construction of Hon'ble MLA Residential Building (First Floor) in Kothagudem in Khammam District


A1 to C1, A3 to C3, A4 to C4, A6 to C6


Toilet & ward robe long wall

Bed & Guest bed room long wall





Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour 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, seigniorage charges, 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)

Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour 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, seigniorage charges, 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)

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, seigniorage charges, 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, seigniorage charges, 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

Supplying and fixing of false ceiling using Plaster of Paris Boards 10 mm thick with standard GI ceiling angles, sections perimeter channels including cost and conveyance of all materials and labour charges etc complete


Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

1

For Column frootings 1 × 28 2.2 2.7 2.15 357.59

For Plinth beam long walls

1 × 4 15.77 0.45 0.15 4.258

Toilets & Anti room 1 × 2 4.66 0.45 0.15 0.629

Pantry 1 × 1 4.43 0.45 0.15 0.299

For Plinth beam cross walls

A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287

D2 to F2 1 × 1 6.45 0.45 0.15 0.435

364.50 266.15 cum 97011.00

2


For Plinth beam long walls

1 × 4 15.77 0.45 0.15 4.258


Pantry 1 × 1 4.43 0.45 0.15 0.299


A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287

D2 to F2 1 × 1 6.45 0.45 0.15 0.435

Sub grade Office 1 × 1 4.88 7.62 0.100 3.719Toilet 1 × 1 1.83 2.13 0.100 0.390Anti room 1 × 1 2.82 2.13 0.100 0.601Office 1 × 1 4.88 9.98 0.100 4.870VIP Waiting 1 × 1 4.88 7.62 0.100 3.719Toilets 1 × 2 2.21 2.13 0.100 0.941Passage 1 × 1 15.09 2.44 0.100 3.682Dining 1 × 1 4.88 4.23 0.100 2.064

Name of the Work: Construction of Hon'ble MLA Office Building in Kothagudem in Khammam District


A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10Pantry 1 × 1 4.88 2.44 0.100 1.191General waiting 1 × 1 9.98 6.9 0.100 6.886Portico 1 × 1 15.09 5.22 0.100 7.877

67.80 3740.10 cum 253571.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

3

a Footings1 × 28 2.00 2.5 0.400 56.00

56.00 8739.25 cum 489398.00

Pedestals

1 × 28 0.60 0.75 0.600 7.56

7.56 9158.75 cum 69240.00

b Columns Upto GL

1 × 28 0.23 0.38 0.900 2.20


1 × 28 0.23 0.38 2.100 5.14


1 × 28 0.23 0.38 0.900 2.20

9.54 ### cum 103517.00

c Plinth BeamFor Plinth beam long walls

1 × 4 15.77 0.45 0.15 4.258


Pantry 1 × 1 4.43 0.45 0.15 0.299


A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287

D2 to F2 1 × 1 6.45 0.45 0.15 0.435

6.91 ### cum 74894.00

e Lintels

Over Doors 1 × 14 1.50 0.23 0.15 0.725

Over Windows W1 1 × 8 1.80 0.23 0.15 0.497

Over Windows wW2 1 × 6 1.50 0.23 0.15 0.311

1.533 ### cum 17009.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10


Over Windows W1 1 × 7 1.80 0.6 7.560

Over Windows wW2 1 × 6 1.50 0.6 5.400

12.960 885.95 Sqm 11482.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

g Roof BeamsLong Beams

1 × 7 15.77 0.23 0.45 11.425

1 × 4 25.46 0.23 0.45 10.540

21.965 ### cum 227580.00



### 1245.85 Sqm 524340.00

4

Office 1 × 1 4.88 7.62 0.600 22.311

Toilet 1 × 1 1.83 2.13 0.600 2.339

Anti room 1 × 1 2.82 2.13 0.600 3.604

Office 1 × 1 4.88 9.98 0.600 29.221

VIP Waiting 1 × 1 4.88 7.62 0.600 22.311

Toilets 1 × 2 2.21 2.13 0.600 5.649

Passage 1 × 1 15.09 2.44 0.600 22.092

Dining 1 × 1 4.88 4.23 0.600 12.385

Pantry 1 × 1 4.88 2.44 0.600 7.144

General waiting 1 × 1 9.98 6.9 0.600 41.317

Portico 1 × 1 15.09 5.22 0.600 47.262

215.64 259.35 cum 55925.00

5

Basement

Long walls

1 × 4 15.77 0.23 0.60 8.705


Pantry 1 × 1 4.43 0.23 0.60 0.611

For Plinth beam cross walls 0.23 0.60

A2 to C2,A3 to C3, 1 × 2 9.53 0.23 0.60 2.630

A1 to A4, B1 to B4, C1 to C4, D1 to D4, E1 to E4, F1 to F4, G1 to G4

A1 to G1, A2 to G2, A3to G3, A4 to G4




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

D2 to F2 1 × 1 6.45 0.23 0.60 0.890

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Upto lintel lavel

Long walls

1 × 4 15.77 0.23 2.10 30.468


Pantry 1 × 1 4.43 0.23 2.10 2.140


A2 to C2,A3 to C3, 1 × 2 9.53 0.23 2.10 9.206

D2 to F2 1 × 1 6.45 0.23 2.10 3.115

Deductions

Doors D1 1 × 14 1.2 0.23 2.100 -8.114Windows W1 1 × 8 1.5 0.23 1.350 -3.726

Windows W2 1 × 6 1.2 0.23 1.350 -2.236

Above Lintel level

Long walls

1 × 4 15.77 0.23 0.90 13.058


Pantry 1 × 1 4.43 0.23 0.90 0.917


A2 to C2,A3 to C3, 1 × 2 9.53 0.23 0.90 3.945

D2 to F2 1 × 1 6.45 0.23 0.90 1.335

70.66 5064.80 cum 357884.00

6

15000

15000 ### 1mt 655272.00

7

Office 1 × 1 4.88 7.62 37.186

Toilet 1 × 1 1.83 2.13 3.898

Anti room 1 × 1 2.82 2.13 6.007





S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Office 1 × 1 4.88 9.98 48.702

VIP Waiting 1 × 1 4.88 7.62 37.186

Toilets 1 × 2 2.21 2.13 9.415

Passage 1 × 1 15.09 2.44 36.820

Dining 1 × 1 4.88 4.23 20.642

Pantry 1 × 1 4.88 2.44 11.907

General waiting 1 × 1 9.98 6.9 68.862

Portico 1 × 1 15.09 5.22 78.770

359.40 343.82 Sqm 123566.00

8

In side

Office 1 × 1 4.88 3.450 16.836

1 × 1 7.62 3.450 26.289

Toilet 1 × 1 1.83 3.450 6.314

1 × 1 2.13 3.450 7.349

Anti room 1 × 1 2.82 3.450 9.729

1 × 1 2.13 3.450 7.349

Office 1 × 1 4.88 3.450 16.836

1 × 1 9.98 3.450 34.431

VIP Waiting 1 × 1 4.88 3.450 16.836

1 × 1 7.62 3.450 26.289

Toilets 1 × 1 2.21 3.450 7.625

1 × 1 2.13 3.450 7.349

Passage 1 × 1 15.09 3.450 52.061

1 × 1 2.44 3.450 8.418

Dining 1 × 1 4.88 3.450 16.836

1 × 1 4.23 3.450 14.594

Pantry 1 × 1 4.88 3.450 16.836

1 × 1 2.44 3.450 8.418

General waiting 1 × 1 9.98 3.450 34.431

1 × 1 6.90 3.450 23.805

Deductions

Doors D1 1 × 14 1.2 2.100 -35.280

Windows W1 1 × 8 1.5 1.350 -16.200

Windows W2 1 × 6 1.2 1.350 -9.720

297.43 236.55 Sqm 70357.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

9

Out side walls


side walls 1 × 2 20.24 3.45 139.656

246.95 347.20 Sqm 85741.00

10

Office 1 × 1 4.88 7.62 37.186

Anti room 1 × 1 2.82 2.13 6.007

Office 1 × 1 4.88 9.98 48.702

VIP Waiting 1 × 1 4.88 7.62 37.186

Passage 1 × 1 15.09 2.44 36.820

Dining 1 × 1 4.88 4.23 20.642

Pantry 1 × 1 4.88 2.44 11.907

General waiting 1 × 1 9.98 6.9 68.862

267.31 1648.95 sqm 440784.00

11

Office 1 × 1 4.88 0.100 0.488

1 × 1 7.62 0.100 0.762

Anti room 1 × 1 2.82 0.100 0.282

1 × 1 2.13 0.100 0.213




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Office 1 × 1 4.88 0.100 0.488

1 × 1 9.98 0.100 0.998

VIP Waiting 1 × 1 4.88 0.100 0.488

1 × 1 7.62 0.100 0.762

Passage 1 × 1 15.09 0.100 1.509

1 × 1 2.44 0.100 0.244

Dining 1 × 1 4.88 0.100 0.488

1 × 1 4.23 0.100 0.423

Pantry 1 × 1 4.88 0.100 0.488

1 × 1 2.44 0.100 0.244

General waiting 1 × 1 9.98 0.100 0.998

1 × 1 6.90 0.100 0.690

8.88 1648.95 sqm 14634.00

12

Toilet 1 × 1 1.83 2.13 3.898

VIP waiting Toilet 1 × 2 2.21 2.13 9.415

13.31 917.00 sqm 12208.00

13

Toilet 1 × 1 1.83 2.100 3.843

1 × 1 2.13 2.100 4.473

VIP waiting Toilet 1 × 2 2.21 2.100 9.282

1 × 2 2.13 2.100 8.946

Deduct doors 1 × 3 1.20 2.100 -7.560

18.98 551.05 sqm 10461.00

Office 1 × 1 4.88 7.62 37.186




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Anti room 1 × 1 2.82 2.13 6.007

Office 1 × 1 4.88 9.98 48.702

VIP Waiting 1 × 1 4.88 7.62 37.186

Passage 1 × 1 15.09 2.44 36.820

Dining 1 × 1 4.88 4.23 20.642

Pantry 1 × 1 4.88 2.44 11.907

General waiting 1 × 1 9.98 6.9 68.862

267.31 418.38 sqm 111838.00

14



656.83 177.99 sqm 116905.00

15


246.95 87.83 sqm 21689.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

16

Windows W1 1 × 8 1.5 1.350 16.200

Windows W2 1 × 6 1.2 1.350 9.720

Ventilators 1 × 6 0.9 0.600 3.240

29.16 5200.00 sqm 151632.00

17

Doors 1 × 14 14.000

14.00 6851.55 each 95922.00

4192860.00



5136254.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

1

For Column frootings 1 × 6 2 2 2.15 51.60

For Plinth beam long walls 1 × 3 5.33 0.45 0.15 1.079

For Plinth beam cross walls 1 × 2 5.38 0.45 0.15 0.726

1 × 1 2.74 0.45 0.15 0.185

53.59 266.15 cum 14263.00

2

For Column frootings 1 × 6 2.00 2.00 0.15 3.60For Plinth beam long walls 1 × 3 5.33 0.45 0.15 1.079


1 × 1 2.74 0.45 0.15 0.185

Sub grade

Bed 1 × 1 4.88 2.9 0.100 1.415

Kitchen 1 × 1 1.83 2.74 0.100 0.501

Living 1 × 1 2.97 2.74 0.100 0.814

8.32 3740.10 cum 31118.00

Name of the Work: Construction of Servant Quarter to Hon'ble MLA Residece in Kothagudem in Khammam District



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

3

a Footings1 × 6 2.00 2.00 0.40 9.60

9.60 8739.25 cum 83897.00

Pedestals

1 × 6 0.60 0.6 0.600 1.30

1.30 9158.75 cum 11906.00

b Columns Upto GL

1 × 6 0.23 0.3 1.000 0.41


1 × 6 0.23 0.38 2.100 1.10


1 × 6 0.23 0.38 0.900 0.47

1.98 ### cum 21485.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

c Plinth BeamFor Plinth beam long walls 1 × 3 5.33 0.23 0.30 1.103


1 × 1 2.74 0.23 0.30 0.189

0.93 ### cum 10094.00

e Lintels

Over Doors 1 × 4 1.50 0.23 0.15 0.207

Over Windows W1 1 × 4 1.80 0.23 0.15 0.248

0.455 ### cum 5048.00


Over Windows W1 1 × 2 1.50 0.6 1.800

Over Windows wW2 1 × 4 1.80 0.6 4.320

6.120 885.95 Sqm 5422.00

g Roof BeamsRoof beam long walls 1 × 3 5.33 0.23 0.30 1.103

Roof beam cross walls 1 × 2 5.38 0.23 0.30 0.742

1 × 1 2.74 0.23 0.30 0.189

0.931 ### cum 9646.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10


1 × 1 5.94 6.815 40.481

40.481 1245.85 Sqm 50433.00

4

Bed 1 × 1 4.88 2.9 0.500 7.076

Kitchen 1 × 1 1.83 2.74 0.500 2.507

Living 1 × 1 2.97 2.74 0.500 4.069

13.65 259.35 cum 3541.00

5

Basement

Long walls

Long walls 1 × 3 5.11 0.23 0.600 2.116

Cross walls 1 × 2 2.9 0.23 0.600 0.800

Cross walls 1 × 2 2.74 0.23 0.600 0.756

Upto lintel lavel

Long walls 1 × 2 4.88 0.23 2.100 4.714

Long walls 1 × 1 5.11 0.115 2.100 1.234

Cross walls 1 × 2 6.215 0.23 2.100 6.004

Cross walls 1 × 1 2.74 0.115 2.100 0.662

Deductions

Doors D1 1 × 2 1.2 0.23 2.100 -1.159

1 × 2 1.2 0.115 2.100 -0.580

Windows W1 1 × 4 1.5 0.23 1.350 -1.863Above Lintel levelLong walls 1 × 2 4.88 0.23 0.900 2.020Long walls 1 × 1 5.11 0.115 0.900 0.529

Cross walls 1 × 2 6.215 0.23 0.900 2.573

Cross walls 1 × 1 2.74 0.115 0.900 0.284

18.09 5064.80 cum 91622.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

6

3000

3000 ### 1mt 131054.00

7

Bed 1 × 1 4.88 2.9 14.152

Kitchen 1 × 1 1.83 2.74 5.014

Living 1 × 1 2.97 2.74 8.138

27.30 343.82 Sqm 9388.00

8

In side

Bed 1 × 2 4.88 3.6 35.136

1 × 2 2.90 3.6 20.880

Kitchen 1 × 2 1.83 3.6 13.176

1 × 2 2.74 3.6 19.728

Living 1 × 2 2.97 3.6 21.384

1 × 2 2.74 3.6 19.728

Deductions

Doors D1 1 × 4 1.2 2.100 -10.080

Windows W1 1 × 4 1.5 1.350 -8.100

111.85 236.55 Sqm 26459.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

9

Out side walls


side walls 1 × 2 6.215 3.45 42.884

79.73 347.20 Sqm 27682.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

10

Bed 1 × 1 4.88 2.9 14.152

Kitchen 1 × 1 1.83 2.74 5.014

Living 1 × 1 2.97 2.74 8.138

27.30 1648.95 sqm 45023.00

11

Bed 1 × 2 4.88 0.100 0.976

1 × 2 2.90 0.100 0.580

Kitchen 1 × 2 1.83 0.100 0.366

1 × 2 2.74 0.100 0.548

Living 1 × 2 2.97 0.100 0.594

1 × 2 2.74 0.100 0.548

3.61 1648.95 sqm 5956.00

14



139.16 177.99 sqm 24768.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

15


79.73 87.83 sqm 7002.00

16

Windows W1 1 × 4 1.5 1.350 8.100

8.10 5200.00 sqm 42120.00

17

Doors 1 × 12 12.000

12.00 6851.55 each 82219.00

740146.00





S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10


LS Amount

906679.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

1

b Columns Columns up to Roof Leve1 × 6 0.23 0.3 3.000 1.24

1.24 ### cum 14523.00

e Lintels

Over Doors 1 × 3 1.50 0.23 0.15 0.155

Over Windows W1 1 × 2 1.80 0.23 0.15 0.124

0.279 ### cum 3299.00


Over Windows W1 1 × 1 1.80 0.6 1.080

Over Windows wW2 1 × 2 1.50 0.6 1.800

2.880 949.80 Sqm 2735.00

g Roof BeamsLong Beams 1 × 3 6.48 0.23 0.30 1.341

Cross Beams 1 × 3 7.32 0.23 0.30 1.515

2.856 ### cum 31323.00



56.074 1317.05 Sqm 73852.00

2

Upto lintel lavel

Long walls

Long Beams 1 × 3 6.48 0.23 3.00 13.414

Cross walls 1 × 3 1.98 0.23 3.00 4.099

Cross walls 1 × 2 4.65 0.23 3.00 6.417

Deductions

Doors D1 1 × 3 1.2 0.23 2.100 -1.739

Windows W1 1 × 2 1.5 0.23 1.350 -0.932

21.26 5565.65 cum 118320.00

3

2000

2000 ### 1mt 90470.00

4

Secutity Room 1 × 1 6.25 4.65 29.063

Dress Room 1 × 1 2.97 1.98 5.881

Toilet 1 × 1 3.05 1.98 6.039

40.98 400.81 Sqm 16426.00

4

In side

Secutity Room 1 × 1 6.25 3.3 20.625

1 × 1 4.65 3.3 15.345

Dress Room 1 × 1 2.97 3.3 9.801

1 × 1 1.98 3.3 6.534

Toilet 1 × 1 3.05 3.3 10.065

1 × 1 1.98 3.3 6.534

Deductions

Doors D1 1 × 3 1.2 2.100 -7.560

Windows W1 1 × 2 1.5 1.350 -4.050

57.29 286.80 Sqm 16432.00

5

Out side walls


side walls 1 × 2 7.32 3.45 50.508

94.79 397.45 Sqm 37676.00

6

Secutity Room 1 × 1 6.25 4.65 29.063

Dress Room 1 × 1 2.97 1.98 5.881

Toilet 1 × 1 3.05 1.98 6.039

40.98 1697.20 sqm 69556.00

7

Secutity Room 1 × 1 6.25 0.100 0.625

1 × 1 4.65 0.100 0.465

Dress Room 1 × 1 2.97 0.100 0.297

1 × 1 1.98 0.100 0.198

Toilet 1 × 1 3.05 0.100 0.305

1 × 1 1.98 0.100 0.198

2.09 1697.20 sqm 3544.00

10



98.28 177.99 sqm 17492.00

11


94.79 87.83 sqm 8325.00

12

Windows W1 1 × 2 1.5 1.350 4.050

4.05 5200.00 sqm 21060.00

13

Doors 1 × 2 2.000

2.00 6851.55 each 13703.00

538736.00



659952.00

2 No.s 1319904.00


Name of the Work: Construction of Watch Rooms to over Hon'ble MLA Residential Building (Second Floor) in Kothagudem in Khammam District














S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

PART- A (WORKDONE)

1


For Plinth Beam

Long walls 1 × 2 55.20 0.45 0.15 7.45

Cross walls 1 × 3 42.20 0.45 0.15 8.55

154.24 266.15 cum 41051.00

2


For Plinth Beam

Long walls 1 × 2 55.20 0.45 0.15 7.45

Cross walls 1 × 3 42.20 0.45 0.15 8.55

33.28 3740.10 cum 124471.00

3

a Footings

Name of the Work: Construction of Compound wall to Hon'ble MLA Quarter & Ofiice Buildings in Kothagudem in Khammam District




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

1 × 80 1.2 1.2 0.20 23.04

23.04 8739.25 cum 201352.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

b Pedestals

1 × 80 0.4 0.4 0.40 5.12

5.12 9158.75 cum 46893.00

c Columns Upto GL 1 × 80 0.23 0.23 0.250 1.06

Above GL 1 × 80 0.23 0.23 1.800 7.62

8.68 ### cum 94185.00

d Plinth BeamLong walls 1 × 2 55.20 0.23 0.30 7.62

Cross walls 1 × 3 42.20 0.23 0.30 8.74

16.36 ### cum 177369.00

4

Long walls 1 × 2 55.20 0.23 1.80 45.71

Cross walls 1 × 3 42.20 0.23 1.80 52.41

Deduct Gate 1 × 2 3.60 0.23 1.80 -2.98

95.14 5064.80 cum 481865.00

5

5000

5000 ### 1mt 218424.00

6

Long walls 2 × 2 55.20 1.800 397.440

Cross walls 2 × 3 42.20 1.800 455.760




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Deductions

Gates 2 × 2 3.6 1.800 -25.920

827.28 236.55 Sqm 195693.00

7


827.28 87.83 sqm 72656.00

1653959.00

8 Provision for Gates 206745.00

1860704.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

3

b Columns Upto GL

1 × 10 0.23 0.525 0.900 1.09

1 × 5 0.23 0.38 0.900 0.39


1 × 10 0.23 0.525 2.100 2.54

1 × 5 0.23 0.38 2.100 0.92


1 × 10 0.23 0.38 0.900 0.79

1 × 5 0.23 0.38 0.900 0.39

6.12 ### cum 69042.00

d Landing beam

1 × 1 2.47 0.23 0.45 0.256

0.256 ### cum 2730.00

e Lintels

Over Doors 1 × 2 1.50 0.23 0.15 0.104

Over Windows W1 1 × 10 1.80 0.23 0.15 0.621

0.725 ### cum 8309.00


Over Windows W1 1 × 1 1.80 0.6 1.080

Over Windows wW2 1 × 9 1.50 0.6 8.100

9.180 917.90 Sqm 8426.00

g Roof Beams

Name of the Work: Construction of Record Rooms (First Floor Floor) in Court complex in Kothagudem in Khammam District


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

Long Beams

1 × 3 7.55 0.23 0.45 2.343

Middile long walls 1 × 3 7.55 0.23 0.60 3.126

Cross walls

In portico 1 × 3 2.47 0.23 0.30 0.511

Hall 5 × 3 3.43 0.23 0.30 3.548

9.528 ### cum 101608.00

Portico, front & Rear long walls

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10



### 1281.45 Sqm 169892.00


1st flight 1 × 1 1.20 2.93 3.516

Landing 1 × 1 3.00 1.20 3.600

2nd flight 1 × 1 3.00 1.20 3.600

10.716 1609.90 Sqm 17252.00

5

Upto lintel lavel

Rear long wall 1 × 1 7.545 0.23 2.100 3.644

Cross walls 1 × 1 17.09 0.23 2.100 8.254

Deductions

Doors D1 1 × 2 1.2 0.23 2.100 -1.159


Rear long wall 1 × 1 7.545 0.23 0.900 1.562

1 × 1 17.09 0.23 0.900 3.538

11.18 5315.30 cum 59430.00

6

8000

8000 ### 1mt 355680.00


Toilet & ward robe long wall


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

7

Hall 1 × 1 7.09 14.4 102.096

Portico 1 × 1 3.05 2.7 8.235

110.33 372.32 Sqm 41078.00

8

In side

Hall 1 × 2 7.09 3.300 46.794

1 × 2 14.40 3.300 95.040

Deductions

Doors D1 1 × 2 1.2 2.100 -5.040

Windows W1 1 × 10 1.5 1.350 -20.250

116.54 261.70 Sqm 30500.00

9

Out side walls


side walls 1 × 2 14.86 3.60 106.992

161.35 372.35 Sqm 60079.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

10

Hall 1 × 1 7.09 14.4 102.096

Portico 1 × 1 3.55 2.7 9.585

111.68 1673.10 sqm 186853.00

11

Hall 1 × 2 7.09 0.100 1.418

1 × 2 14.40 0.100 2.880

4.30 1673.10 sqm 7191.00

14



226.88 177.99 sqm 40380.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10

15


161.35 87.83 sqm 14171.00

16

Windows W1 1 × 10 1.5 1.350 20.250

Ventilators 1 × 12 0.9 0.600 6.480

26.73 5200.00 sqm 138996.00

17

Doors 1 × 2 2.000

2.00 6851.55 each 13703.00

1325320.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 9 10



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

2

Kitchen and dining 1 x 13 2.00 2.00 2.05 106.60


Long walls 1 x 3 15.58 0.45 0.45 9.46

Crosswalls 1 x 5 7.28 0.45 0.45 7.37


141.63 266.15 cum 37695.00



6.18 1026.70 cum 6345.00

3



Long walls 1 x 3 30.97 0.45 0.15 6.27

Crosswalls 1 x 5 7.28 0.45 0.15 2.46


146.83 3740.10 cum 549159.00

Name of the Work : Construction of 2 No. Addl. Accomidation to ZPHS Bollerigudem in Paloncha in Khammam District




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

4

5 FootingsKitchen and dining 1 × 13 1.80 1.8 0.500 21.06


23.94 8739.25 cum 0.00

Pedestals

Kitchen and dining 1 × 13 0.60 0.75 0.600 3.51


4.32 6831.47 cum 29512.00

b Columns Upto GL









2.10 ### cum 22787.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10


Crosswalls 1 x 5 7.60 0.13 0.30 1.48


1.83 ### cum 19840.00

d Breasumer beam

Long beam 1 x 3 15.65 0.13 0.30 1.83


2.280 ### cum 23623.00

e Lintels

Over Doors 1 × 4 1.50 0.13 0.15 0.12

Over Windows W1 4 × 3 1.80 0.13 0.15 0.42

0.540 ### cum 5991.00


Over Windows W1 2 × 2 1.80 0.6 4.320



17.190 885.95 Sqm 15229.00


Long beams 1 × 2 15.65 0.13 0.30 1.22


3.470 ### cum 35953.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10


1 × 1 16.45 10.49 172.561

### 1245.85 Sqm 214985.00

6


Verandah 1 x 4 7.50 2.00 0.600 36.00

171.00 259.35 cum 44349.00

7

Basement


Verandah cross walls 1 × 5 2 0.13 0.600 0.78

Upto lintel lavel 0.00

Long walls 1 × 3 15.65 0.13 2.100 12.82

Room cross walls 1 × 5 7.5 0.13 2.100 10.24

Deductions

Doors D1 1 × 4 1.2 0.13 2.100 -1.31


Long walls 1 × 3 15.65 0.13 0.500 3.05

Room cross walls 1 × 5 7.5 0.13 0.500 2.44


32.43 5064.80 cum 164251.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

8

8.00

8.00 ### 1mt 349478.00

9

Kitchen and dining 1 × 2 7.50 7.500 112.500

Verandah 1 × 1 30.39 2.000 60.780

Slab projection 1 × 2 31.71 2.000 126.840

1 × 1 10.09 2.000 20.180

320.30 343.82 Sqm 110124.00

10

In side


Verandah 1 × 1 15.39 3.300 50.787

Verandah 1 × 1 15.39 1.200 18.468


Deductions

Doors D1 1 × 4 1.2 2.100 -10.080

Windows W1 4 × 3 1.5 1.350 -24.300

237.68 648.79 Sqm 154202.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

11

Out side walls

Rear wall 1 × 1 15.65 3.300 51.645

Front wall 1 × 1 15.65 1.200 18.780

side walls 1 × 2 7.63 3.30 50.358

side walls 1 × 2 2.13 1.20 5.112

125.90 347.20 Sqm 43711.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

12


Verandah 1 × 1 15.65 2.13 33.335

145.84 1648.95 sqm 240475.00

13


Verandah 1 × 1 30.65 0.100 3.065

9.07 1648.95 sqm 14948.00

14



557.98 177.99 sqm 99311.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

15


125.90 177.99 sqm 22407.00

16

Windows W1 2 × 3 1.5 1.350 12.150

Ventilators 2 × 4 0.5 0.600 2.400

14.55 5200.00 sqm 75660.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

17

Doors 1 × 2 2.000

2.00 6851.55 each 13703.00

2293738.00

Assistant Engineer Deputy Executive Engineer(R&B) Executive Engineer PR Paloncha PRSD Kothagudem PR Division Kothagudem



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

1

Room columns 1 x 6 1.80 1.80 2.00 38.88


Long walls 1 x 2 6.68 0.45 0.45 2.71

Rooms cross walls 1 x 2 4.78 0.45 0.45 1.94


49.52 266.15 cum 13180.00

3

Room columns 1 x 6 1.80 1.80 0.15 2.92


Long walls 1 x 2 6.68 0.45 0.10 0.60

Rooms cross walls 1 x 2 4.78 0.45 0.10 0.43


4.78 3740.10 cum 17878.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

4

a FootingsRoom columns 1 × 6 1.35 1.5 0.380 4.62


0.9 5.43 8739.25 cum 47454.00

Pedestals

Room columns 1 × 6 0.45 0.45 0.500 0.61


0.70 6831.47 cum 4782.00

b Columns Upto GL

Room columns 1 × 6 0.23 0.3 0.900 0.37



Room columns 1 × 6 0.23 0.3 2.100 0.87



Room columns 1 × 6 0.23 0.3 1.200 0.50


2.11 ### cum 22895.00


Crosswalls 1 x 2 5.00 0.23 0.30 0.69


1.34 ### cum 14528.00

d Breasumer beam

Long beam 1 x 1 6.46 0.23 0.30 0.45


0.770 ### cum 7978.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

e Lintels

Over Doors 1 × 1 1.50 0.23 0.15 0.05

Over Windows W1 1 × 3 1.80 0.23 0.15 0.19

0.240 ### cum 2663.00

S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10


Over Windows W1 1 × 2 1.80 0.6 2.160



8.796 885.95 Sqm 7793.00


Long beams 1 × 3 7.23 0.23 0.40 2.00

2.890 ### cum 29943.00


1 × 1 7.06 6.06 42.784

42.784 1091.75 Sqm 46709.00

5

Room columns 1 x 1 6.00 5.00 0.900 27.00

Verandah 1 x 1 6.00 2.00 0.900 10.80

37.80 259.35 cum 9803.00

6

Basement




Long walls 1 × 3 6.46 0.23 2.100 9.36

Deduct staircase 1 × 2 5.00 0.23 2.100 4.83

Room cross walls 1 × 2 2.00 0.23 2.100 1.93



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

Deductions

Doors D1 1 × 1 1.2 0.23 2.100 -0.58


Long walls 1 × 3 6.46 0.23 0.800 3.57

Room cross walls 1 × 2 5.00 0.23 0.800 1.84


24.98 5064.80 cum 126519.00

7

1.70

1.70 ### 1mt 74264.00

8

Class rooms 1 × 1 6.00 5.000 30.000

Verandah 1 × 1 6.00 2.000 12.000

Slab projection 1 × 2 8.29 0.600 9.948

1 × 2 7.06 0.600 8.472

60.42 343.82 Sqm 20773.00

9




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

In side

Rooms 2 × 1 (6.0+5.0) 3.200 70.400

Verandah 1 × 1 6.00 3.200 19.200

Verandah 1 × 1 6.00 1.200 7.200


Deductions

Doors D1 1 × 1 1.2 2.100 -2.520

Windows W1 1 × 3 1.5 1.350 -6.075

93.01 236.55 Sqm 22000.00

10

Out side walls

Rear wall 1 × 1 6.45 3.200 20.640

Front wall 1 × 1 6.45 1.200 7.740

side walls 1 × 2 7.63 3.20 48.832

side walls 1 × 2 2.13 1.20 5.112

Basement 1 × 2 6.45 1.200 15.480

1 × 2 10.09 1.20 24.216

122.02 347.20 Sqm 42365.00

11

Class rooms 1 × 1 6.00 5.00 30.000

Verandah 1 × 1 6.00 2.00 12.000

42.00 608.70 sqm 25565.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

14



153.43 177.99 sqm 27307.00

15


122.02 177.99 sqm 21718.00



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

16

Windows W1 1 × 3 1.5 1.350 6.075

Ventilators 1 × 4 0.5 0.600 1.200

7.28 5200.00 sqm 37830.00

17

Doors 1 × 1 1.000

1.00 6851.55 each 6852.00

630799.00

Assistant Engineer Deputy Executive Engineer Executive Engineer

PR Kothagudem PRSD Kothagudem PR Division Kothagudem




Toilet Block

Item of work No Measurement Quantity Rate per Amount

L B D

1

Around Front side, backside C1-C6 1 × 6 1.00 1.00 1.50 9.00

Long walls 1 × 2 2.23 0.30 0.10 0.13

Cross walls 1 × 2 2.15 0.30 0.10 0.131 × 3 2.15 0.30 0.10 0.19

9.46 266.15 cum 2517.00

2

1 × 6 1.00 1.00 0.30 1.80

Long walls 1 × 4 3.00 0.30 0.10 0.361 × 3 2.92 0.30 0.10 0.26

2.42 ### cum 9062.00

3

Footings

C1 to C6 1 × 6 0.90 0.90 0.30 1.45 ### Cum 12672.00

Plinth beam


S. NO



Cross walls : C1 to C4, C2 to C5, C3 to C6



L B DS. NO

1 × 2 6.69 0.23 0.23 0.70

1 × 3 2.92 0.23 0.23 0.46

1.16 ### Cum 12613.00

Columns

upto Ground level C1 to C6 1 × 6 0.23 0.23 0.65 0.206

upto lintel level

C1 to C6 1 × 6 0.23 0.23 2.70 0.85

upto Roof level

C1, C2, C3 C4, C5, C6 2 × 3 0.23 0.23 0.59 0.18

1.24 ### Cum 13415.00

Varandha beam 1 × 1 6.69 0.23 0.23 0.35 ### Cum 3667.00

Sunshade 0.6m 1 × 1 6.69 0.60 - 4.01 885.95 Sqm 3556.00

Roof slab 115mm thick 1 × 1 7.29 3.98 - 29.01 ### Sqm 31676.00

Roof Level Beam 1 × 1 6.69 0.23 0.23 0.35

1 × 3 2.92 0.23 0.23 0.46

0.82 ### Cum 8468.00

Long walls : C1 to C3, C4 to C6Cross walls: C1 to C4, C2 to C5, C3 to C6


L B DS. NO

4

Earth work quantity 9.00

Deduction

PCC (1:5:10) -1.80

Footings -1.45

Columns upto GL -0.206

5.54 18.45 Cum 102.00

5

Upto basement level

1 × 4 3.00 0.23 0.40 1.65

1 × 3 2.92 0.23 0.40 1.20

Upto Lintel level

Long walls C4 to C5, C5 to C6 1 × 2 3.00 0.23 2.10 2.89

1 × 3 2.92 0.23 2.10 4.23

Deduction for doors 1 × 2 0.76 0.23 1.98 -0.69

Upto Roof level

C1 to C2, C2 to C3 1 × 2 3.00 0.23 0.59 0.81

C4 to C5, C5 to C6 1 × 2 3.00 0.23 0.29 0.40

1 × 3 2.92 0.23 0.82 1.65

12.15 ### Cum 61514.00

7

In toilets 1 × 2 3.00 2.92 0.80 14.01 450.60 Cum 6313.00

8

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


Long walls C1 to C2, C2 to C3, C4 to C5, C5 to C6Cross walls: C1 to C4, C2 to C5, C3 to C6

Cross walls: C1 to C4, C2 to C5, C3 to C6

Cross walls: C1 to C4, C2 to C5, C3 to C6




L B DS. NO

0.9 ### Kgs 39316.00

9

In rooms 1 × 2 3.00 2.92 17.52

outside alround long wall side 1 × 3 2.92 0.69 6.04

Cross wall side 1 × 1 6.00 0.69 4.14

1 × 2 7.29 0.30 4.37

Longwall side 1 × 2 6.70 0.30 4.02

Front sunshade 1 × 2 3.40 0.30 2.04

38.14 343.82 Sqm 13113.00

Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:3) 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 finished item of work. (APSS 901,903 & 904)


L B DS. NO

10

1 × 1 6.69 3.59 24.01

1 × 1 6.69 3.29 22.01

Crosswalls 1 × 2 3.38 3.52 23.79

69.81 347.20 Sqm 24238.00

11

1 × 2 3.00 2.99 17.94

1 × 2 3.00 1.98 11.88

1 × 2 3.00 2.39 14.34

1 × 2 1.40 2.92 8.17

1 × 2 1.40 1.98 5.54

1 × 2 1.40 2.39 8.17

1 × 6 1.40 1.98 16.63

1 × 4 0.75 1.98 -5.94

76.74 236.55 Sqm 18152.00

12

In rooms 1 × 2 3.00 2.92 17.52

outside alround long wall side 1 × 3 2.92 0.69 6.04

Cross wall side 1 × 1 6.00 0.69 4.14

1 × 2 7.29 0.30 4.37

Longwall side 1 × 2 6.70 0.30 4.02

Front sunshade 1 × 2 3.40 0.30 2.04

1 × 2 3.00 2.99 17.94

1 × 2 3.00 1.98 11.88

1 × 2 3.00 2.39 14.34

1 × 2 1.40 2.92 8.17


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., for Even Surfaces of brick wall (internal walls) complete for finished item of work. (APSS 901,903 & 904)

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (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., complete for finished item of work in all floors for internal walls (SS 911)


L B DS. NO

1 × 2 1.40 2.39 8.17

1 × 6 0.75 1.98 -8.91

89.73 177.99 Sqm 15970.00

13

Backside wall 1 × 1 0.75 2.99 2.24

2.24 401.28 Sqm 900.00

14

1 × 1 6.69 3.59 24.01

1 × 1 6.69 3.29 22.01

Crosswalls 1 × 2 3.38 3.52 23.79

Alround the building 1 × 1 22.54 0.13 2.81

72.62 177.99 Sqm 12925.00

16

For toilet 1 × 4 4.00 ### Each ###

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over red oxide primer Grade-I making three (3) coats in all to given and even shade after thourughly brushing the surface to remove all dirt and remains of loose powered materials, 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

Painting to New Interior Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior 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 external Walls.(APSS No. 911) NOTE :: Standard data revised vide Chief Engineer, R&B (Buildings) Procs.No.CEB/TA8/AEE3/SSR: 2010-11 Dt: 21.01.2011.

Supply and fixing of M.S.Doors of size 0.75×2.10mt with(single leaf shutter) with door frame of Mild steel square hollow section of size 80mm×80mm×4mm (TATA make or equivalent), Hold Fast-6 nos. of MS equal anlge of ISA 2525 of size 25mm×25mm×4mm, Door frame embedded in the flooring to a depth of 50mm connectingthe bottom of two vertical of door frame with MS flat 25mm wide- 4mm thick. Door shutter:- Shutter frame of Mild steel square hollow section of size 25mm×25mm×2.60mm (TATA make or equivalent), with styles and planks of MS sheet IS:205 150mm long-3 nos. 2) MSPC Aldrops IS:2681 300mm long -2nos, 3) MSPC Door handles IS: 208 125mm long -2


L B DS. NO

Toilets 1 × 2 3.00 1.40 8.40

Front carridor 1 × 4 1.40 1.40 7.84

16.24 ###10sqm13177.00

###

Flooring with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.





S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

1

b Columns Columns up to Lintel Level

Rooms, Staircase & Toilets 1 × 40 0.23 0.3 2.100 5.80



Rooms, Staircase & Toilets 1 × 40 0.23 0.3 1.200 3.31


10.00 ### cum 112815.00

d Breasumer beam

Long beam 1 x 1 54.42 0.23 0.30 3.75


4.070 ### cum 43403.00

e Lintels

Over Doors 1 × 5 1.50 0.23 0.15 0.26

Over Windows W1 5 × 3 1.80 0.23 0.15 0.93

1.190 ### cum 13638.00


Over Windows W1 5 × 2 1.80 0.6 10.800



46.212 917.90 Sqm 42418.00


Name of the Work : Construction of ZPHS Building (First Floor) in Patha Kothagudem in Kothagudem Mandal in Khammam District


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

Long beams 1 × 2 54.42 0.23 0.30 7.51


12.280 ### cum 130956.00


1 × 1 55.02 10.49 577.160

Deduct Staircase 1 × 2 7.50 3.6 -54.000

### 1250.10 Sqm 654002.00


1st flight 1 × 1 1.50 3.00 4.500

Landing 1 × 1 3.00 1.80 5.400

2nd flight 1 × 1 1.50 3.00 4.500

14.400 1609.90 Sqm 0.00

2


Long walls 1 × 3 54.79 0.23 2.100 79.39

Deduct staircase 1 × 2 3.60 0.23 2.100 -3.48

Room cross walls 1 × 10 7.5 0.23 2.100 36.23

Deductions

Doors D1 1 × 7 1.2 0.23 2.100 -4.06


Long walls 1 × 3 54.79 0.23 0.800 30.24

Deduct staircase 1 × 2 3.60 0.23 2.100 -3.48

Room cross walls 1 × 5 7.5 0.23 0.800 6.90


137.86 5315.30 cum 732767.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

3

14.00

14.00 ### 1mt 622440.00

4

Class rooms 1 × 5 7.50 7.500 281.250

Toilets 1 × 2 7.50 3.600 54.000

Verandah 1 × 1 53.74 2.000 107.480

Slab projection 1 × 2 39.48 0.300 23.688

1 × 2 10.09 0.300 6.054

472.47 372.32 Sqm 175909.00

5

In side

Rooms 2 × 5 (7.5+7.5) 3.200 480.000

Verandah 1 × 1 53.74 3.200 171.968

Verandah 1 × 1 53.74 1.200 64.488


Deductions

Doors D1 1 × 7 1.2 2.100 -17.640

Windows W1 5 × 3 1.5 1.350 -30.375

673.24 261.70 Sqm 176187.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

6

Out side walls

Rear wall 1 × 1 54.19 3.200 173.408

Front wall 1 × 1 54.19 1.200 65.028

side walls 1 × 2 7.63 3.20 48.832

side walls 1 × 2 2.13 1.20 5.112

Basement 1 × 2 54.19 1.200 130.056

1 × 2 10.09 1.20 24.216

446.65 372.35 Sqm 166311.00


S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

1 × 1 55.02 10.49 577.160

Deduct Staircase 1 × 2 7.50 3.6 -54.000

523.16 392.00 Sqm 205079.00

7

Class rooms 1 × 5 7.50 7.5 281.250

Stair case 1 × 2 7.50 3.6 54.000

Verandah 1 × 1 53.74 2.23 119.840

455.09 629.75 sqm 286593.00

8

Class rooms 5 × 4 7.50 0.100 15.000

Verandah 1 × 1 53.74 0.100 5.374

Staircase 3 × 2 7.50 0.100 4.500

24.87 629.75 sqm 15664.00

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, seigniorage charges, 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).



S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

9

Toilets 1 × 2 7.50 3.6 54.000

54.00 941.40 sqm 50836.00

10



### 177.99 sqm 203920.00

11


446.65 177.99 sqm 79498.00




S.NOItem of work


L B D

1 2 3 4 5 6 7 8 5 10

12

Windows W1 5 × 3 1.5 1.350 30.375

Ventilators 2 × 4 0.5 0.600 2.400

32.78 5200.00 sqm 170430.00

13

Doors 1 × 7 7.000

7.00 6851.55 each 47961.00

3930827.00

Assistant Engineer Deputy Executive Engineer Executive Engineer

PR Kothagudem PRSD Kothagudem PR Division Kothagudem



312918434.xls SEPTIC TANK 113of228

SEPTIC TANKDETAIL CUM ABSTRACT ESTIMATE

DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT Rate

2 3 4 5 6 7 8 9 10

1

1 X 1 5.85 3.70 2.10 45.45

45.45 cum 248.80 11309

2

for septic tank 1 X 1 5.85 3.70 0.30 6.49

6.49 cum 3324.95 21591

3

for septic tank Ist side 1 X 1 5.15 3.00 0.05 0.77

plotform 1 X 1 5.85 1.80 0.05 0.53

1.30 cum 5449.50 7079

4

125mm Thk Slab

Setpci tank slab 1 X 1 5.85 3.70 21.65

Name of the Work : Construction of ZPHS Building (First Floor) in Patha Kothagudem in Kothagudem Mandal in Khammam District

Sl. No.

Amount2013-14

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Septic Tank

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

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 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, 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 (APSS No. 402)

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 125mm thick

312918434.xls SEPTIC TANK 114of228

DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT RateSl. No.

Amount2013-14

21.65 Sqm 1084.75 23479

5

for Septic tank L/W 1 X 2 5.85 0.35 2.50 10.24

for septic tank C/W 1 X 2 3.00 0.35 2.50 5.25

Septic tank Baffle wall 1 X 2 3.00 0.115 1.20 0.83

16.32 Cu.M. 4358.70 71114

6

0.400 Mts 61420.45 24568

TOTAL AMOUNT 159140

Asst. Engineer Dy.Executive Engineer Executive EngineerPR Kothagudem PR.SD. Kothagudem PR Div. Kothagudem

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, 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.

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)

LEAD CHART


RATES AS PER COMMON SSR OF 2014-15 with cement and steel rates of November 2014

Sl. No. 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 Godavari 45.00 0.00 45.00 488.25 462.00 45.00 0.00 0.00 8.00 2.00 1005.25 Cum.

2 Sand for filling& blindage M-004 Godavari 45.00 0.00 45.00 488.25 342.00 45.00 0.00 0.00 8.00 2.00 885.25 Cum.

3 Sand for plastering works M-006 Godavari 45.00 0.00 45.00 488.25 606.00 45.00 0.00 0.00 8.00 2.00 1149.25 Cum.

4 Gravel M-008 Local 5.00 0.00 5.00 73.77 103.00 22.00 0.00 0.00 8.00 2.00 208.77 Cum.

5M-148

Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.

M-148Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.

M-148Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.

8 M-055 Thogudem 27.00 0.00 27.00 316.93 845.00 50.00 0.00 0.00 0.00 0.00 1211.93 Cum.

9 M-053 Thogudem 27.00 0.00 27.00 316.93 1365.00 50.00 0.00 0.00 0.00 0.00 1731.93 Cum.

10 M-052 Thogudem 27.00 0.00 27.00 316.93 1097.00 50.00 0.00 0.00 0.00 0.00 1463.93 Cum.

11 M-051 Thogudem 27.00 0.00 27.00 316.93 935.00 50.00 0.00 0.00 0.00 0.00 1301.93 Cum.

12 M-050 Thogudem 27.00 0.00 27.00 316.93 735.00 50.00 0.00 0.00 0.00 0.00 1101.93 Cum.

13BMT-A.01

Anisettipally 15.00 0.00 15.00 296.67 4700.00 0.00 0.00 44.00 44.00 11.00 5095.67 1000 Nos

14

BMT-A.13 2.29249

Local 10.00 0.00 10.00 475.99 11000.00 0.00 0.00 100.87 100.87 25.22 11702.95 1000 Nos

15

BMT-A.10 5.158103

Local 1.00 0.00 1.00 229.38 24000.00 0.00 0.00 226.96 226.96 56.74 24740.03 1000 Nos

16

BMT-B.06 15

Batchamcherla 400.00 0.00 400.00 83.17 137.90 4.00 0.00 0.48 0.24 0.06 225.85 1Sqm.

Avg. Thickness

in mm

Convence Charges

Initial Cost including Stacking Charges wherever

necesssary

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)



40mm HBG Metal (IS383-1970)

20mm M/c chips (IS383-1970)

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



2nd Class Bricks of size 23x11x7cm

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

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

Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)


Lead in KM


Avg. Thickness

in mm

Convence Charges


necesssary


rage Charges

1% towards storage

Loading charges

unloading charges

Area allowence on

loading & unloading

charges @ 25 %

17

BMT-B.01 40

Batchamcherla 300.00 0.00 300.00 167.41 96.00 4.00 0.00 1.28 0.64 0.16 269.49 1Sqm.

Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M)


Lead in KM


Avg. Thickness

in mm

Convence Charges


necesssary


rage Charges

1% towards storage

Loading charges

unloading charges

Area allowence on

loading & unloading

charges @ 25 %

18

BMT-B.12 18

Local 300.00 0.00 300.00 75.33 729.00 0.00 0.00 0.58 0.29 0.07 805.27 1Sqm.

19BMT-B.11 17

Local 5.00 0.00 5.00 1.84 2178.00 0.00 0.54 0.27 0.07 2180.73 1Sqm.

20 water M-189 Local 0.50 0.00 0.50 0.00 77.00 0.00 77.00 KL

21 Cement CSSR-A.05 At Site 0.00 0.00 0.00 0.00 5800.00 0.00 0.00 0.00 0.00 0.00 5800.00 M.T

22 M-126 At Site 0.00 0.00 0.00 0.00 44000.00 0.00 0.00 0.00 0.00 0.00 44000.00 M.T

23 CSSR-A.62 At Site 0.00 0.00 0.00 0.00 28000.00 0.00 0.00 0.00 0.00 0.00 28000.00 M.T

24 CSSR-A.68 At Site 0.00 0.00 0.00 0.00 44500.00 0.00 0.00 0.00 0.00 0.00 44500.00 M.T

25 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 0.00 43000.00 0.00 0.00 0.00 0.00 0.00 43000.00 M.T

Assistant Engineer Deputy Executive Engineer Executive EngineerPR Kothagudem PRSD Kothagudem PR Division Kothagudem

Polished Marble Slabs of any variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M)

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 dia

Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections

DATAConstruction of Class Room

Overheads 14%COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2014-15

25% Municipal area allowence

DATAConstruction of Class Room

Qty Rate Per Amount1 CEMENT MORTAR (1:2)

MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 720 Kgs 5800.00 1000 Kgs 4176.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75

Rate per cu.m. 5456.462 CEMENT MORTAR (1:3)










Rate per cu.m. 2324.46

20mm 0.6 Cum 1731.93 1 Cum 1039.1612mm 0.15 Cum 1463.93 1 Cum 219.5910mm 0.15 Cum 1301.93 1 Cum 195.29

6mm 0.10 Cum 1101.93 1 Cum 110.19

Rate per 1 cu.m. Total 1564.23Hire charges of machinery

Description of machinery Units total

1 concrete mixer300/200 (diesel) Hour 54.60 74.30 174.20 303.102 Batchingplant 0.5 cum Hour 120.30 114.10 269.50 503.903 needle vibrator 40 mm (petrol) Hour 7.80 19.00 125.40 152.204 0.00

1 a)

Light Mazdoor 0.364 Nos 295.00 1 Day 107.38Muncipal area alloence 25% 107.38 26.85

1 cu.m. 80.535 1 cu.m. 80.54add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 209.92 cu.m. 0.14 1 cu.m. 29.39

Rate per 1 cu.m. Total 266.15

b)

Light Mazdoor 0.364 Nos 295.00 1 Day 107.38Add 120 % for excavation of Pipe line 1 cu.m. 128.856 1 cu.m. 128.86add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 258.24 cu.m. 0.14 1 cu.m. 36.15


C)

Light Mazdoor 0.364 nos 295.00 1 nos 107.38

Muncipal area alloence 25% 107.38 26.85

add seigniorage charges 1 cum 22.00 1 cum 22.00

156.23

Add 14% over heads 156.23 0.14 1 21.87


2

Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Muncipal area alloence 25% 15.34 3.84Add 14% over heads 15.34 0.14 1 2.15


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

SL. No

Hire charges

fuel charges

crew charges

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 including 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 including 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 including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308)

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)

3

Cost of Gravel 1 cu.m. 208.77 1 cu.m. 208.77Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Muncipal area alloence 25% 15.34 3.84Add 14% over heads 224.11 cu.m. 0.14 1 cu.m. 31.38

Rate per Cu.m. Total 259.354

Cost of Sand 1 cu.m. 885.25 1 cu.m. 885.25Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Add 14% over heads 900.59 cu.m. 0.14 1 cu.m. 126.08


materialMetal 40mm 0.9 cu.m. 1211.93 1 cu.m. 1090.74Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 129.6 Kgs. 5800.00 1000 Kgs. 751.68Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 Nos. 385.00 1 Each 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05


Add 14% over heads 3182.38 cu.m. 0.14 1 cu.m. 445.53Rate per Cu.m. Total 3740.10

6

materialMetal 40mm 0.9 cu.m. 1211.93 1 cu.m. 1090.74Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 162 Kgs. 5800.00 1000 Kgs. 939.60Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14Add 14% over heads 3370.30 cu.m. 0.14 1 cu.m. 471.84




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 seigniorage charges, 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 seigniorage charges, 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)

7

materalGraded Metal 20mm to 6mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 129.6 Kgs. 5800.00 1000 Kgs. 751.68Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14

Total 3611.59Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:5:10) per Cum. 3611.59 3611.59 3611.59 3611.59Hire charges on centering material 341.00 341.00 341.00 341.00Labour charges for centering 1603.00 1763.30 1923.60 2083.90La on centering labour charges 25% 400.75 440.83 480.90 520.98Lift Charges per Cum. 0.00 44.86 89.71 134.57

5956.34 6201.57 6446.80 6692.03Add 14% over heads 0.14 833.89 868.22 902.55 936.88

Rate per cu.m. Total 6790.25 7069.80 7349.35 7628.958

Material

Graded Metal 20 to 6 mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 220 Kgs. 5800.00 1000 Kgs. 1276.00Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 Each 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05


Basic rate per Cum. Total 4135.91Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:3:6) per Cum. 4135.91 4135.91 4135.91 4135.91Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57

4970.41 5071.02 5171.62 5272.23Add 14% over heads 0.14 #VALUE! 140.74 0.14 #VALUE!

Rate per cu.m. Total #VALUE! Err:522 Err:522 #VALUE!

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 seigniorage charges, 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 seigniorage charges, 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)

9

Material

Graded Metal 20mm to 6mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 331.2 Kgs. 5800.00 1000 Kgs. 1920.96Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50men &women Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14

Basic rate per Cum. Total 4780.87Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:2:4) per Cum. 4780.87 4780.87 4780.87 4780.87Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57

5615.37 5715.98 5816.58 5917.19Add 14% over heads 0.14 786.15 800.24 814.32 828.41


MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60Labour1st class Masons 0.1 Nos. 385.00 1 Each 38.50Man and Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14

Basic rate per Cum. 5516.75Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:1.5:3) per Cum. 5516.75 5516.75 5516.75 5516.75Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57

6351.25 6451.86 6552.46 6653.07Add 14% over heads 0.14 889.18 903.26 917.34 931.43


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 seigniorage charges, 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 380 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 of seigniorage charges 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 )

11

cost of cement 59.4 Kgs 5800.00 1000 Kgs 344.52

RR Stone 0.5 Cum 670.81 1 Cum 335.40C R 0.44 Cum 670.81 1 Cum 295.15

0.16 Cum 670.81 1 Cum 107.33Sand 0.33 cu.m. 1005.25 1 cu.m. 331.731st Class Mason 1.2 Nos 385.00 1 Each 462.00Light Mazdoor 2.0 Nos 295.00 1 Each 590.00Muncipal area alloence 25% 1052.00 263.00

2729.14Add 14% over heads 2466.14 cu.m. 0.14 1 cu.m. 345.26

Rate per cu.m. 3074.40

13

cost of cement 1.44 Kgs 5800.00 1000 Kgs 8.35Sand 0.003 cu.m. 1149.25 1 cu.m. 3.451st Class Mason 0.05 Nos. 345.00 1 Each 17.25Man mazdoor 0.074 Nos. 295.00 1 Each 21.83Muncipal area alloence 25% 39.08 9.77

#REF!Add 14% over heads 50.88 cu.m. 0.14 1 sqm 7.12

Rate per 1 Sqmt. Or say #REF!14

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00

Water 1.2 KL 77.00 1 KL 92.40

Machinery

Batchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70

needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88

LA on crew charges 25% 526.40 1 131.60

manpower

1st Class Mason 0.133 Nos. 385.00 1 Each 51.212nd Class Mason 0.267 Nos. 345.00 1 Each 92.12Man Mazdoor 4.6 Nos. 295.00 1 Each 1357.00Muncipal area alloence 25% 1500.32 375.08

Basic rate per Cum. Total 6831.47a) VRCC M20 grade design mix for footi

Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47

Centering Charges per Cum. 1 cu.m. 723.00 1 cu.m. 723.00

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 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 & 615)

Through stones 25 x 25x 45 to 60 cms

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 seigniorage charges, 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 25 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 380 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 of seigniorage charges 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)

Add La charges on labour on centering 25% 446.00 111.50Add 14% over heads 7665.97 cu.m. 0.14 1 cu.m. 1073.24

Rate per cu.m. Say 8739.25b) VRCC M25 design mix for plinth bea

Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47Centering Charges per Cum. 1 cu.m. 2410.00 1 cu.m. 2410.00Add La charges on labour on centering 25% 1075.00 268.75Add 14% over heads 9510.22 cu.m. 0.14 1 cu.m. 1331.43

Rate per cu.m. Say 10841.65c) VRCC M20 for pedestals

Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47

Centering Charges per Cum. 1 cu.m. 1025.00 1 cu.m. 1025.00

Add La charges on labour on centering 25% 710.00 177.50

Add 14% over heads 8033.97 cu.m. 0.14 1 cu.m. 1124.76Rate per cu.m. Say 9158.75

15

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60manpower1st Class Mason 0.167 Nos. 385.00 1 Each 64.302nd Class Mason 0.167 Nos. 345.00 1 Each 57.62Man Mazdoor 5.6 Nos. 295.00 1 Each 1652.00Muncipal area alloence 25% 1773.91 443.48

Basic rate per Cum. Total 7173.45a) For columns / RCC walls and Water tank

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 7173.45 7173.45 7173.45 7173.45Hire charges on centering material 341.00 341.00 341.00 341.00Labour charges for centering 1603.00 1763.30 1923.60 2083.90La on centering labour charges 25% 400.75 440.83 480.90 520.98Lift charges @ 10% extra on each floor 177.39 354.78 532.17

9518.20 9895.97 10273.73 10651.50Add 14% over heads 0.14 1332.55 1385.44 1438.32 1491.21


b) For Lintels

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 7173.45 7173.45 7173.45 7173.45Hire charges on centering material 1133.00 1133.00 1133.00 1133.00Labour charges for centering 1141.00 1255.10 1369.20 1483.30La on centering labour charges 25% 285.25 313.78 342.30 370.83

Vibrated Reinforced Cement Concrete M 25 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 380 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 of seigniorage charges 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

Lift charges @ 10% extra on each floor 177.39 354.78 532.17

9732.70 10052.72 10372.73 10692.75Add 14% over heads 0.14 1362.58 1407.38 1452.18 1496.99


16

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20needle vibrator 40 mm (petrol) 0.308 Hour 152.20 1 Hour 46.88LA on crew charges 25% 121.63 1 30.41manpower1st Class Mason 0.067 Nos. 385.00 1 Each 25.802nd Class Mason 0.133 Nos. 345.00 1 Each 45.89Man Mazdoor 3.077 Nos. 295.00 1 Each 907.72Muncipal area alloence 25% 979.40 244.85

Basic rate per Cum. Total 5406.61a) For Roof Beams


9088.61 9354.55 9620.49 9886.43Add 14% over heads 0.14 1272.41 1309.64 1346.87 1384.10


b)

Cost of VRCC for 75 mm thick slab 0.075 cu.m. 5406.61 1 cu.m. 405.50


822.50 848.85 875.19 901.54Add 14% over heads 0.14 115.15 118.84 122.53 126.22

Rate per 1 Sqmts. Total 937.65 967.70 997.75 1027.80

c)Cost of VRCC for 100 mm thick slab 0.1 cu.m. 5406.61 1 cu.m. 540.66


957.66 986.45 1015.25 1044.04Add 14% over heads 0.14 134.07 138.10 142.14 146.17

Vibrated Reinforced Cement Concrete M 25 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 380 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 of seigniorage charges 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

VRCC M25 design mix for Slabs 75mm thick

VRCC M25 design mix for Slabs 100mm thick

Rate per 1 Sqmts. Total 1091.75 1124.60 1157.40 1190.25d)



1011.73 1041.50 1071.28 1101.05Add 14% over heads 0.14 141.64 145.81 149.98 154.15


e)



1065.79 1096.54 1127.30 1158.05Add 14% over heads 0.14 149.21 153.52 157.82 162.13


f)



Rate as worked out above per Cum. 648.79 648.79 648.79 648.79

Hire charges on centering material 227.00 227.00 227.00 227.00

Labour charges for centering 152.00 167.20 182.40 197.60

LA on centering labour charges 25% 38.00 41.80 45.60 49.40


1065.79 1096.54 1127.30 1158.05

Add 14% over heads 0.14 149.21 153.52 157.82 162.13


g)








VRCC M25 design mix for Slabs of 110mm thick



VRCC M25 for Slabs 125mm thick

1092.83 1124.07 1155.31 1186.56

Add 14% over heads 0.14 153.00 157.37 161.74 166.12


h)








1173.93 1206.64 1239.35 1272.06

Add 14% over heads 0.14 164.35 168.93 173.51 178.09


i) VRCC M25 design mix for Slabs of 115mm thick






La on centering labour charges 25% 38.00 41.80 45.60 49.40


1038.76 1069.02 1099.29 1129.55

Add 14% over heads 0.14 145.43 149.66 153.90 158.14


j)


Rate for other Floors GF FF SF TFRate as worked out above per Cum. 540.66 540.66 540.66 540.66Hire charges on centering material 227.00 227.00 227.00 227.00




957.66 986.45 1015.25 1044.04Add 14% over heads 0.14 134.07 138.10 142.14 146.17


k) VRCC M25 for Slabs 50mm Wearing coatCost of VRCC for 50 mm thick slab 0.05 cu.m. 5406.61 1 cu.m. 270.33

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 270.33 270.33 270.33 270.33Hire charges on centering materialLabour charges for centeringLA on centering labour charges 25%Lift charges @ 10% extra on each floor

270.33 270.33 270.33 270.33

VRCC M25 for Slabs 140 mm thick

VRCC M25 for Slabs 100 mm thick

Add 14% over heads 0.14 37.85 37.85 37.85 37.85Rate per 1 Sqmts. Total 308.20 308.20 308.20 308.20

l)Cost of VRCC for 175 mm thick slab 0.175 cu.m. 5406.61 1 cu.m. 946.16

Rate for other Floors GF FF SF TFRate as worked out above per Cum. 946.16 946.16 946.16 946.16Hire charges on centering material 233.00 233.00 233.00 233.00Labour charges for centering 157.00 172.70 188.40 204.10LA on centering labour charges 25% 39.25 43.18 47.10 51.03Lift charges @ 10% extra on each floor 17.14 34.28 51.42

1375.41 1412.18 1448.94 1485.71

Add 14% over heads 0.14 192.56 197.70 202.85 208.00Rate per 1 Sqmts. Total 1568.00 1609.90 1651.80 1693.75

m)Cost of VRCC for 180 mm thick slab 0.18 cu.m. 5406.61 1 cu.m. 973.19


1402.44 1439.70 1476.95 1514.21Add 14% over heads 0.14 196.34 201.56 206.77 211.99


n)



1510.57 1549.79 1589.00 1628.21Add 14% over heads 0.14 211.48 216.97 222.46 227.95


o)Cost of VRCC for 225 mm thick slab 0.225 cu.m. 5406.61 1 cu.m. 1216.49


1645.74 1687.41 1729.06 1770.73Add 14% over heads 0.14 230.40 236.24 242.07 247.90





VRCC M20 for Slabs of 225 mm thick

17

MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70LA on crew charges 25% 359.24 1 89.81manpower1st Class Mason 0.167 Nos. 385.00 1 Each 64.302nd Class Mason 0.167 Nos. 345.00 1 Each 57.62Man Mazdoor 5.6 Nos. 295.00 1 Each 1652.00Muncipal area alloence 25% 1773.91 443.48

Basic rate per Cum 6928.78a) For Lintels



Hire charges on centering material 1133.00 1133.00 1133.00 1133.00Labour charges for centering 1141.00 1255.10 1369.20 1483.30La on centering labour charges 25% 285.25 313.78 342.30 370.83Lift charges @ 10% extra on each floor 177.39 354.78 532.17

9488.03 9808.05 10128.06 10448.08Add 14% over heads 0.14 1328.32 1373.13 1417.93 1462.73

Rate per Cum. Total 10816.40 11181.20 11546.00 11910.8518

materialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20LA on crew charges 25% 83.01 1 20.75manpower1st Class Mason 0.067 Nos. 385.00 1 Each 25.802nd Class Mason 0.133 Nos. 345.00 1 Each 45.89Man Mazdoor 3.077 Nos. 295.00 1 Each 907.72Muncipal area alloence 25% 979.40 244.85

Basic rate per Cu.m Total 5350.08a) Chajja / Sunshade

0.0625 cu.m. 5350.08 1 cu.m. 334.38

Reinforced Cement Concrete M 25 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 380 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 of seigniorage charges 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)

Reinforced cement concrete with M 25 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 380 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 of seigniorage charges 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 50mm) (APSS No. 402, 403)

Cost of RCC for 62.5 mm thick sunshade


Rate as worked out above per Cum. 334.38 334.38 334.38 334.38Hire charges on centering material 224.00 224.00 224.00 224.00Labour charges for centering 175.00 192.50 210.00 227.50La on centering labour charges 25% 43.75 48.13 52.50 56.88Lift charges @ 10% extra on each floor 6.12 12.24 18.36

777.13 805.13 833.12 861.12Add 14% over heads 0.14 108.80 112.72 116.64 120.56

Rate per Sqmt. Total 885.95 917.90 949.80 981.70

b) for platforms of 50 mm thick

Cost of RCC for 50 mm thick platform 0.05 cu.m. 5350.08 1 cu.m. 267.50


684.50 708.40 732.29 756.19Add 14% over heads 0.14 95.83 99.18 102.52 105.87


b) for shelves of 25 mm thickCost of RCC for 25 mm thick shelves 0.025 cu.m. 5350.08 1 cu.m. 133.75Rate for other Floors GF FF SF TFRate as worked out above per Cum. 133.75 133.75 133.75 133.75Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 2.45 4.90 7.35

550.75 572.20 593.65 615.10Add 14% over heads 0.14 77.11 80.11 83.11 86.11


19cost of cement for Cement Mortar (1:3) 0.96 Kgs 5.80 1 Kgs 5.57cost of sand for Cement Mortar (1:3) 0.002 cu.m. 1005.25 1 cu.m.1st Class Mason 0.048 Nos. 385.00 1 Each 18.482nd Class Mason 0.112 Nos. 345.00 1 Each 38.64Man mazdoor 0.05 Nos. 295.00 1 Each 14.75Woman mazdoor 0.11 Nos. 295.00 1 Each 32.45

Rate per 1 Sqmt. Total 109.8520

wall thickness 0.225MaterialCement 36 kgs 5800.00 1000 kgs 208.80Second class Bricks 512 Nos 5095.67 1000 Nos 2608.98sand for mortor 0.2 cu.m. 1005.25 1 cu.m. 201.05B Labour1st class mason 0.24 Nos. 385.00 1 Each 92.402nd class mason 0.56 Nos. 345.00 1 Each 193.20

Man Mazdoor 1.89 Nos. 295.00 1 Each 557.55

Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop: including cost and conveyance of all materials like

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, 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).

Muncipal area alloence 25% 843.15 210.79Basic Rate per Cum. 4072.77

Rate for other Floors GF FF SF TFBasic rate per Cum 4072.77 4072.77 4072.77 4072.77

44.13 44.13 44.13 44.13260.71 369.02 477.29 585.60

Add LA on Labour for scaffolding 25% 65.18 92.26 119.32 146.40Lift charges @ 10% extra on each floor 84.32 168.63 252.95

4442.79 4662.50 4882.14 5101.85Add 14% over heads 0.14 621.99 652.75 683.50 714.26


wall thickness 0.115MaterialCement 7.56 kgs 5800.00 1000 kgs 43.85Second class Bricks 51.2 Nos 5095.67 1000 Nos 260.90sand for mortor 0.021 cu.m. 1005.25 1 cu.m. 21.11B Labour1st class mason 0.06 Nos. 385.00 1 Each 23.10

2nd class mason 0.06 Nos. 345.00 1 Each 20.70Man Mazdoor 0.275 Nos. 295.00 1 Each 81.13Muncipal area alloence 25% 124.93 31.23

Basic Rate per One Sqmt. 482.01Rate for other Floors GF FF SF TFBasic rate per sqm 482.01 482.01 482.01 482.01

9.93 9.93 9.93 9.9358.66 83.03 107.39 131.76


565.27 608.22 651.17 694.12Add 14% over heads 0.14 79.14 85.15 91.16 97.18

Rate per One Sqmt. Total 644.45 693.40 742.35 791.3522

Wall thickness 0.225Material

Fly Ash Bricks 290x225x140mm 110 Nos 24740.03 1000 Nos 2721.40Cement for Cement Mortar (1:8) 18 Kgs 5.80 1 Kgs 104.40Sand for Cement Mortar (1:8) 0.1 cu.m. 1005.25 1 cu.m. 100.53Labour1st class mason 0.42 cu.m. 385.00 1 cu.m. 161.702nd class mason 0.92 Nos. 345.00 1 Each 317.40Man Mazdoor 0.7 Nos. 295.00 1 Each 206.50Woman Mazdoor 2.1 Nos. 295.00 1 Each 619.50Muncipal area alloence 25% 1305.10 326.28

Basic Rate per Cum. 4557.70Rate for other Floors GF FF SF TFBasic rate per Cum 4557.70 4557.70 4557.70 4557.70

44.13 44.13 44.13 44.13260.71 369.02 477.29 585.60

Hire charges of stage scafflding per cumLabour charges for stage scaffolding per cum

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. 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, seigniorage charges, 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 & 504).


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 seigniorage charges, 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).



4927.72 5193.62 5459.46 5725.36Add 14% over heads 0.14 689.88 727.11 764.32 801.55


23

Wall thickness 0.225MaterialFly Ash Bricks 290x225x140mm 110 Nos 24740.03 1000 Nos 2721.40Cement for Cement Mortar (1:8) 24 Kgs 5.80 1 Kgs 139.20Sand for Cement Mortar (1:8) 0.1 cu.m. 1005.25 1 cu.m. 100.53Labour1st class mason 0.42 cu.m. 385.00 1 cu.m. 161.702nd class mason 0.92 Nos. 345.00 1 Each 317.40Man Mazdoor 0.7 Nos. 295.00 1 Each 206.50Woman Mazdoor 2.1 Nos. 295.00 1 Each 619.50Muncipal area alloence 25% 1305.10 326.28

total 4592.50Add 14% over heads 0.14 642.95

Basic Rate per Cum. 5235.50

24

Material

Fly Ash Bricks 290x100x140mm 24 Nos 11702.95 1000 Nos 280.87

Cement for Cement Mortar (1:4) 7.2 Kgs 5.80 Kgs 41.76

Sand for Cement Mortar (1:4) 0.02 cu.m. 1005.25 1 cu.m. 20.11Labour1st class mason 0.06 cu.m. 385.00 1 cu.m. 23.102nd class mason 0.06 Nos. 345.00 1 Each 20.70Man Mazdoor 0.275 Nos. 295.00 1 Each 81.13

Basic Rate per One Sqmt. 467.66Rate for other Floors GF FF SF TFBasic rate per sqm 467.66 467.66 467.66 467.66

9.93 9.93 9.93 9.9358.66 83.03 107.39 131.76


550.92 593.87 636.82 679.77Add 14% over heads 0.14 77.13 83.14 89.15 95.17

Rate per One Sqmt. Total 628.10 677.05 726.00 774.9525

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 seigniorage charges, 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).

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, seigniorage charges, 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.

Material

1.05 MT 28000.00 1 MT 29400.00

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 385.00 1 Nos 3850.00Light mazdoor 10 Nos 295.00 1 Nos 2950.00Muncipal area alloence 25% 6800.00 1700.00

Rate per MT Total 38320.00Rate for other Floors GF FF SF TFBasic rate per MT 38320.00 38320.00 38320.00 38320.00

680.00 1360.00 2040.00

38320.00 39000.00 39680.00 40360.00Add 14% over heads 0.14 5364.80 5460.00 5555.20 5650.40

Rate per One MT Total 43684.80 44460.00 45235.20 46010.4026

Material

Cost of Mild steel 1.05 MT 44000.00 1 MT 46200.00

cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 385.00 1 Nos 3850.00Light mazdoor 10 Nos 295.00 1 Nos 2950.00Muncipal area alloence 25% 6800.00 1700.00

Rate per MT Total 55120.00Rate for other Floors GF FF SF TFBasic rate per MT 55120.00 55120.00 55120.00 55120.00

680.00 1360.00 2040.0055120.00 62895.00 56481.00 57160.00

Add 14% over heads 0.14 7716.80 8805.30 7907.34 8002.40Rate per One MT Total 62836.80 71700.30 64388.35 65162.40

27

Material

Base coat 8mm thick in C.M. (1:5)

Cement 3.17 kgs 5800.00 1000 kgs 18.39

cost of sand for mortor 0.011 cu.m. 1149.25 1 cu.m. 12.64

Top Coat 4mm thick in C.M. (1:3)

Cement 1.92 kgs 5800.00 1000 kgs 11.14

cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60

Labour1st Class Mason 0.063 Nos. 385.00 1 Each 24.262nd Class Mason 0.147 Nos. 345.00 1 Each 50.72Light mazdoor 0.39 Nos. 295.00 1 Each 115.05Muncipal area alloence 25% 190.02 47.51

Basic rate per 1 Sqmt. 284.29

Cost of steel including 5% wastage and overlaps

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

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, 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)

Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 284.29 284.29 284.29 284.29Hire charges of stage scafflding per sqm 2.37 2.37 2.37 2.37

11.95 16.75 21.54 26.33


301.60 326.60 351.59 376.58Add 14% over heads 0.14 42.22 45.72 49.22 52.72

Rate per 1 Sqmt. Total 343.82 372.32 400.81 429.3028

MaterialBase coat 8mm thick in C.M. (1:6) Cement 2.64 kgs 5800.00 1000 kgs 15.31cost of sand for mortor 0.011 cu.m. 1149.25 1 cu.m. 12.64Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 5800.00 1000 kgs 8.35cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60Labour1st Class Mason 0.04 Nos. 385.00 1 Each 15.402nd Class Mason 0.1 Nos. 345.00 1 Each 34.50Light mazdoor 0.26 Nos. 295.00 1 Each 76.70Muncipal area alloence 25% 126.60 31.65

Basic rate per 1 Sqmt. 199.15Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 199.15 199.15 199.15 199.150.99 0.99 0.99 0.99

5.87 8.30 10.74 13.18


207.48 229.52 251.57 273.63Add 14% over heads 0.14 29.05 32.13 35.22 38.31


29

Base coat 16 mm thick in C.M. (1:6)

Cement 4.32 kgs 5800.00 1000 kgs 25.06

cost of sand for mortor 0.018 cu.m. 1149.25 1 cu.m. 20.69Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 5800.00 1000 kgs 8.35cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60Labour

1st Class Mason 0.063 Nos. 385.00 1 Each 24.262nd Class Mason 0.147 Nos. 345.00 1 Each 50.72

Labour charges for stage scaffolding per sqm

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)

Hire charges of access scafflding pers qm

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, seigniorage charges, 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)

Light mazdoor 0.39 Nos. 295.00 1 Each 115.05Muncipal area alloence 25% 190.02 47.51

Basic rate per 1 Sqmt. 296.22Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 296.22 296.22 296.22 296.22

0.99 0.99 0.99 0.99

5.87 8.30 10.74 13.18


304.55 326.59 348.64 370.70Add 14% over heads 0.14 42.64 45.72 48.81 51.90


cost of cement for Cement Mortar (1:4) 5.4 kg 5.80 1 kg 31.32

sand for Cement Mortar (1:4) 0.015 cu.m. 1149.25 1 cu.m. 17.241st Class Mason 0.06 Nos. 385.00 1 Each 23.10Man mazdoor 0.096 Nos. 295.00 1 Each 28.32Muncipal area alloence 25% 51.42 12.86

Rate per 1 Sqmt. Total 112.85Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 112.85 112.85 112.85 112.85

0.99 0.99 0.99 0.995.87 8.30 10.74 13.18


121.18 129.36 137.55 145.75Add 14% over heads 0.14 16.97 18.11 19.26 20.41



sand for Cement Mortar (1:4) 0.021 cu.m. 1149.25 1 cu.m. 24.131st Class Mason 0.094 Nos. 385.00 1 Each 36.19Man mazdoor 0.16 Nos. 295.00 1 Each 47.20Muncipal area alloence 25% 83.39 20.85

Rate per 1 Sqmt. Total 172.25Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 172.25 172.25 172.25 172.25

0.99 0.99 0.99 0.995.87 8.30 10.74 13.18


180.58 191.96 203.35 214.74Add 14% over heads 0.14 25.28 26.87 28.47 30.06


Hire charges of access scafflding pers qm

Labour charges for access scaffolding per sqm

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, 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)

Hire charges of access scafflding pers qmLabour charges for access scaffolding per sqm

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 seigniorage charges, 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)

Hire charges of access scafflding pers qmLabour charges for access scaffolding per sqm

32

cost of cement for Cement Mortar (1:3) 10.08 kg 5.80 1 kg 58.46sand for Cement Mortar (1:3) 0.021 cu.m. 1149.25 1 cu.m. 24.13Water proof compound 0.2 Kgs 52.00 1 Kgs 10.401st Class Mason 0.066 Nos. 385.00 1 Each 25.412nd Class Mason 0.154 Nos. 345.00 1 Each 53.13Man Mazdoor 0.37 Nos. 295.00 1 Each 109.15Muncipal area alloence 25% 187.69 46.92

Basic rate per 1 Sqmt. 327.61Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 327.61 327.61 327.61 327.61Lift charges @ 10% extra on each floor 16.23 32.46 48.68

327.61 343.84 360.07 376.29Add 14% over heads 0.14 45.87 48.14 50.41 52.68

Rate per 1 Sqmt. Say 373.50 392.00 410.50 429.00

ing with 33

Material

1.1 Sqmt. 225.85 1 Sqmt. 248.44Cement for Morter and slurry 7.46 Kgs 5800.00 1000 Kgs 43.27Coarse sand for mortor(C.M. 1:8) 0.012 cum 1005.25 1 cum 12.06Machinery

0.1 day 0.00 1 day 0.00LA charges on crew charges 25% 0.00Labour1st Class Mason 0.31 Nos. 385.00 1 Each 119.352nd Class Mason 0.11 Nos. 345.00 1 Each 37.95Man Mazdoor 0.086 Nos. 295.00 1 Each 25.37Muncipal area alloence 25% 182.67 45.67Add water charges @1% on labour 1% 182.67 1.83


533.93 552.38 570.83 589.28Add 14% over heads 0.14 74.75 77.33 79.92 82.50


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, seigniorage charges, 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).

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, seigniorage charges, 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)

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 (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, seigniorage charges, 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 Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)

Machine charges for rubbuing/polishing floor


1.05 Sqmt. 1048.00 1 Sqmt. 1100.40


sand for Cement Mortar (1:8) 0.012 cu.m. 1005.25 1 cu.m. 12.06Pointing with CM (1:3) 1 Sqmt. 109.85 1 Sqmt. 109.85

1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.22 Nos. 295.00 1 Each 64.90Woman Mazdoor 0.11 Nos. 295.00 1 Each 32.45


1446.43 1467.59 1488.75 1509.91Add 14% over heads 0.14 202.50 205.46 208.43 211.39


35

Material1.1 Sqmt. 225.85 1 Sqmt. 248.44

sand for Cement Mortar (1:3) 0.012 cu.m. 1005.25 1 cu.m. 12.065.76 Kgs 5800.00 1000 Kgs 33.41

Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14Labour1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.31 Nos. 295.00 1 Each 91.45Muncipal area alloence 25% 205.69 51.42Add water charges @1% on labour 1% 205.69 2.06


572.22 592.99 613.77 634.54Add 14% over heads 0.14 80.11 83.02 85.93 88.84

Rate per 1 Sqmt. Total 652.35 676.05 699.70 723.40 fixing of

36

For Raisers of 0.15 Mt. HeightMaterial

1.1 Sqmt. 225.85 1 Sqmt. 248.44sand for Cement Mortar (1:3) 0.012 cu.m. 1005.25 1 cu.m. 12.06

5.76 Kgs 5800.00 1000 Kgs 33.41Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14

Vetrified polished floor tiles of size 598x598x8 mm

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, seigniorage charges, 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)

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) 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, seigniorage charges, 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 Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)

cement for Cement Mortar (1:3) base coat

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, seigniorage charges, 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)


Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)cement for Cement Mortar (1:3) base coat

Labour1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.31 Nos. 295.00 1 Each 91.45Flat nosing edges as per BMM-V.14 13.33 Rmt. 8.00 1 Rmt. 106.64Add water charges @1% on labour 1% 205.69 2.06

Basic rate per 1 Sqmt. 627.44Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 627.44 627.44 627.44 627.44Lift charges @ 10% extra on each floor 20.77 41.55 62.32

627.44 648.21 668.99 689.76Add 14% over heads 0.14 87.84 90.75 93.66 96.57

Rate per Sqmt. 715.28 738.96 762.65 786.33 fixing of

37

Treads of 0.30 Mt wide

1.1 Sqmt. 225.85 1 Sqmt. 248.44

jointing compound BMT-M.22 2 Kgs 30.00 1 Kgs 60.00

Cement for jointing 5.46 Kgs 5800.00 1000 Kgs 31.67

Coarse sand for mortor(C.M. 1:8) 0.012 cum 1005.25 1 cum 12.06

Machinery

0.1 day 0.00 1 day 0.00

LA charges on crew charges 25% 0.00

Labour

1st Class Mason 0.31 Nos. 385.00 1 Each 119.352nd Class Mason 0.11 Nos. 345.00 1 Each 37.95Man Mazdoor 0.086 Nos. 295.00 1 Each 25.37Flat nosing edges 6.67 Rmt. 8.00 1 Rmt. 53.36


588.20 606.47 624.73 643.00Add 14% over heads 0.14 82.35 84.91 87.46 90.02

Rate per Sqmt. Say 670.55 691.38 712.19 733.0238

6mm to 12mm HBG metal 0.017 cum 1289.26 1 cum 21.92Sand 0.0085 cum 1005.25 1 cum 8.54Cement 12 Kgs 5800.00 1000 Kgs 69.60PCC bed (1:5:10) 100mm thick 0.10 cum 3182.38 1 cum 318.241st Class Mason 0.125 Nos. 385.00 1 Each 48.132nd Class Mason 0.006 Nos. 345.00 1 Each 2.07Manand women Mazdoor 0.3 Nos. 295.00 1 Each 88.50

557.00Add 14% over heads 0.14 557.00 77.98

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, seigniorage charges, 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)

Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) 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, seigniorage charges, 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)

cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)

Machine charges for rubbuing/polishing floor

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, seigniorage charges, 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)

Rate per 1 Sqmt. Total 635.0039

MaterialCeramic Tiles 1.05 Sqmt. 465.00 1 Sqmt. 488.25Sand 0.012 cum 1005.25 1 cum 12.06Cement 2.16 Kgs 5800.00 1000 Kgs 12.53Grey Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14White Cement for pointing 0.2 Kgs 29.00 1 Kgs 5.80

Labour

1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.33 Nos. 295.00 1 Each 97.35Muncipal area alloence 25% 211.59 52.90Add water charges @1% on labour 1% 211.59 2.12


804.38 825.75 847.12 868.49Add 14% over heads 0.14 112.61 115.61 118.60 121.59

Rate per Sqmt. 917.00 941.40 965.75 990.1040

white glazed tiles 1.05 Sqmt 348.00 1 Sqmt 365.40

Grey cement 0.33 Kgs 5800.00 1000 Kgs 1.91White cement 0.6 Kgs 29.00 1 Kgs 17.40Cement for Cement Mortar CM (1:5) 3.45 Kgs 5.80 1 Kgs 20.01Sand Mortar CM (1:5) 0.012 Cum 1005.25 1 Cum 12.06

Labour

1st Class Mason 0.077 Nos. 385.00 1 Each 29.65

Man Mazdoor 0.08 Nos. 295.00 1 Each 23.60Muncipal area alloence 25% 53.25 13.31


483.34 488.66 493.99 499.31Add 14% over heads 0.14 67.67 68.41 69.16 69.90

Rate per Sqmt. 551.05 557.10 563.15 569.25

Initial Rate as per MBT-M.54 1 Sqm 367.00 1 Sqm 367.00

Add 14% over heads 367.00 0.14 1 51.38




Rate per sqm 418.38

41

Primary coat

Lappum 0.1 Kg 300.00 1 kg 30.00

0.07 ltrs 255.00 1 ltr 17.85

1st class painter 0.021 Nos 385.00 each 8.09

2 nd class painter 0.049 Nos 345.00 each 16.91

Add Agency area allowence 0.25 24.99 6.25

two coat of painting

Plastic emulsion paint Grade-1 0.09 ltrs 261.00 1 ltr 23.49

1 st class painter 0.036 Nos 385.00 each 13.86



156.13

Add 14% over heads 0.14 21.86

Rate per 1 sqm total 177.99

42

Plastic emulsion paint Grade-1 0.09 ltrs 261.00 1 ltr 23.49

1 st class painter 0.036 Nos 385.00 each 13.86



77.04

Add 14% over heads 0.14 10.79

Rate per 1 sqm total 87.83

Assistant Engineer Deputy Executive Engineer Executive Engineer Kothagudem PRSD Kothagudem PR Division Kothagudem


Supply of wall putty of White Cement or Polymer or Cement based


DATAS FOR DOORS AND WINDOWS Sno Qty Description of Item Rate Unit Per Amount

1

DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6

Sal Wood for Frame

Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum

Horizental 1 x 1.22 x 0.075 x 0.10 = 0.00915 cum

Total = 0.04110 cum

1x1.11x2.05 = 2.28 Sqm 2.28 sqmABSTRACT

a)MATERIAL

0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.95

0.00915 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 444.17

2.28 844.00 1 Sqm 1924.32

6.00 MS Hold Fasts 15.00 1 Each 90.00

1.00 164.00 1 Each 164.00

2.00 68.00 1 Each 136.00

2.00 46.00 1 Each 92.00

6.00 31.00 1 Each 186.00

1.00 56.00 1 Each 56.00

2.00 46.00 1 Each 92.00a) LABOUR

0.22 Carpenter class I 380.00 1 day 82.93

0.51 Carpenter class II 320.00 1 day 162.95

0.36 Light mazdoor 280.00 1 day 101.27

2.28 295.00 1 Sqm 672.60

0.25 Add 25% agency allowence 1019.75 1 254.946010.13

Add overheads @ 14% 841.42Rate per / Each 6851.55

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs

with Sal 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 M.S.Powder Coated Tower

Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm

long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt

hinges 6Nos, 300 mm long M.S.Powder Coated 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.

35mm thick flush door shutter of soild wood block board type with commercial play on both faces

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)

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

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)

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

Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)

Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)

Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

2

DOOR SIZE 0.76 x 2.13 mtrs : Area = 0.76 X 2.13 1.62Salwood 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


a)MATERIAL0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.950.00570 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 276.70

1.29 844.00 1 Sqm 1088.766.00 MS Hold Fasts 10.00 1 Each 60.00

1.00 27.00 1 Each 27.001.00 104.00 1 Each 104.002.00 34.00 1 Each 68.003.00 23.00 1 Each 69.001.00 39.00 1 Each 39.000.48 262.00 1 Sqm 125.76

a) LABOUR0.20 Carpenter class I 380.00 1 day 75.970.47 Carpenter class II 320.00 1 day 149.270.33 Light mazdoor 280.00 1 day 92.77

1.29 295.00 1 Sqm 380.55

0.25 Add 25% agency allowence 698.56 1 174.644282.37

Add overheads @ 14% 599.53Rate per / Each 4881.90

3

Wood

0.04163 Salwood(Frames) (1.61C.Ft/35.31=0.046Cum) 48543.00 1 2020.910.04361 Salwood(Shutters) (2.1C.Ft/35.31=0.059Cum) 48543.00 1 2117.14

Labour0.08524 8287.30 1 706.45

0.25 Add 25% agency allowence 706.45 1 176.61Furniture 5021.11

31.22 Cost of 16mm dia MS Bars 43.00 1 1342.464.00 Cost of Hold fasts12"Long 52.00 1 208.006.00 Cost of Tower Bolts 150mm long (MS) 35.00 1 210.006.00 Cost of Hinges 125mm long (ms) 31.00 1 186.00

6967.57Add overheads @ 14% 975.46

Supply and Fixing of Door with Single leaf shutter, Door Size 0.76x2.13 mtrs with Sal 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 M.S.Powder Coated Tower Bolts 150mm

long 1 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long

M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt

hinges 3 Nos, 250 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Fixing in position of M.S.Powder Coated 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 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long (BMT-G.15)Cost of MS-Powder Coated Aldrop (IS:2681) 250 mm long(BMT-G.44)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of MS-Powder Coated Flat Latches: 250 mm long (BMT-G.51)Cost of 24 guage Alluminium Sheet (BMS-W.18)


Supply and Fixing of Window with Double leaf shutter, Window Size 1.20x1.35 mtrs with Sal Wood Frame and shutters including cost of fixtures such as M.S.Powder Coated Tower Bolts 150mm long 6 Nos, 125mm long M.S.Powder Coated butt hinges 6 Nos, including cost and convenyance of all materials to site all Labour charges such as Fixing of Window Frame on shutter Fixing in position , with Hardware fixtures etc., complte for finsihed item of work.

Labour, wrought and putup in position frames & shutters altogether(vide Standarad Specifivcation)

7943.03

4

DOOR SIZE 1.05 x 2.13 mtrs : Area = 1.05 X 2.13 2.24Sal 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


a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.952 0.00788 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 382.28

3 1.95 844.00 1 Sqm 1645.804 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 124.00 1 Each 124.006 2.00 51.00 1 Each 102.007 2.00 34.00 1 Each 68.008 6.00 23.00 1 Each 138.009 1.00 50.00 1 Each 50.0010 2.00 34.00 1 Each 68.00

a) LABOUR11 0.21 Carpenter class I 380.00 1 day 80.3612 0.49 Carpenter class II 320.00 1 day 157.9013 0.35 Light mazdoor 280.00 1 day 98.13

1.95 295.00 1 Sqm 575.25

5100.67Add overheads @ 14% 714.09

Rate per / Each 5814.80

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 cumHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum


a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.95

Supply and Fixing of Door with Double leaf shutter, Door Size 1.05x2.13 mtrs with Sal 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 M.S.Powder Coated Tower Bolts 250mm long 2 Nos, MS Powder coated Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated 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.



Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)



with Sal Wood Frame of sections size 75mm x 100mm with Flush Door

Shutters Solid Bond Wood black board type with commercial ply on both faces


Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No,

300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder

Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated 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.


2 0.00750 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 364.07

3 1.79 844.00 1 Sqm 1510.764 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 134.00 1 Each 134.00

6 2.00 41.00 1 Each 82.007 1.00 37.00 1 Each 37.008 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.0010 2.00 37.00 1 Each 74.00


1.79 295.00 1 Sqm 528.05

4878.0414 Add overheads @ 14% 682.93


6

1 rmt 303.00 1 Rmt 303.00

Add overheads @ 14%

Rate per Rmt 303.00

7

1 2205.00 1 sqm 2205.00Add overheads @ 14%

Rate per 1 sqm 2205.00


Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)


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 rajasri door frame (BMT-N.01) Item Sl No 643

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 10mm 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 door shutter (BMT-N.02) Item Sl No 644

8

a)

4450 1 SQM 4450.00-427.00400.00

Total 4423.00Add 14% overheads 14%Rate per sqmt. 4423.00

b)

5050.00-427.00400.00


9

VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54Angular frame 25 x 25 x 3mm thick

Verticals 1 x 22 x 0.45 = 0.90 mHorizental 1 x2 x 1.20 = 2.40 m

For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.60 m 3.96 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 7 x 0.45 = 3.15Horizental 1 x2 x 1.22 = 2.40

total 5.55 m 4.357 KgsABSTRACTa)MATERIAL

8.32 Cost of Structural Steel 44.50 1 Cum 370.10a) LABOUR

8.32 Fabrication Charges BMM.V.14 18.00 1 Kg 149.708.32 Fixing Charges BMM-V.15 3.50 1 Kg 29.11

548.91Add overheads @ 14% 76.85


NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick 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. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., 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 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.

basic rate as per ssr item no 743 item code BMT-P.26Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55

Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm.


Supply and Fixing of Ventilator of size 1.22 x 0.45 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

10

VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X 0.45 0.45Angular frame 25 x 25 x 3mm thick







452.51Add overheads @ 14% 63.35


11








427.63Add overheads @ 14% 59.87


12

GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 3.6 X 1.5 5.4Angular frame 25 x 25 x 3mm thick



10 mm square rods @ 150 mm c/cVerticals 1 x 19 x 1.50 = 28.50

Horizental 1 x9 x 3.6 = 32.40total 60.90 m 47.81 Kgs

ABSTRACTa)MATERIAL



3917.53Add overheads @ 14% 548.45




Supply and Fixing of Balcony Grill of size 3.60 x 1.50 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

13

1 rmt 228.00 1 Rmt 228.00Add overheads @ 14%

Rate per Rmt 228.00

14

Area of Shutter = 0.70x2.00= 1.40 sqm 1.4 1 Sqm1.4 1100.00 1 Sqm 1540.002 37.00 1 Each 74.003 25.00 1 Each 75.002 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) 29.00 1 Each 58.001 MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43) 86.00 1 Each 86.00

1.4295.00 1 Sqm 413.00

2246.00Rate per Sqm 1604.00

Add overheads @ 14% 224.56

Rate per sqmt 1829.00

Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.


PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)


Engineer

DOORS & WINDOWS

1

Size : 1.05 x 1.95Vertical port 1 X 2 X 1.95 X 0.075 X 0.10 = 0.02925Horizontal Port 1 X 2 X 1.05 X 0.075 X 0.10 = 0.01575

0.0449Styels 2 X 2 X 1.8 X 0.10 X 0.030 = 0.021Rails 2 X 3 X 0.5 X 0.10 X 0.030 = 0.009Planks 2 x 2 x 0.80 x 0 .40 x 0.025 0.032

0.06200

0.0449 cost of wood for frames x 48543 2,179.580.062 cost of for planks x 65512 4,061.74

2.04 sqm Cost of labour charges @ 475.00 969.00300 mm aldrop 2 x 250 500.009 " long aluminiam tower bolt 2 x 150 300.0025 % agency allowence 242.25150 mm long M.S Hinges 360.00

8,612.57

2

Size : 0.45 x 1.06 0.47

Vertical styles 1 2 1.06 0.1 0.03 0.0064Horizontal Rails 1 2 0.45 0.1 0.03 0.0027Planks 1 2 0.45 0.35 0.025 0.0079

0.01700

0.01700 cost of for planks x 65512 1,113.70

0.47 sqm Cost of labour charges @ 601.00 282.476 " long aluminiam tower bolt 2 @ 1000 300.0025 % agency allowence 70.61100 mm long M.S Hinges 3 No.s 180.00

1,946.78

3

Size : 1.22 x 0.40 0.48

Vertical styles 1 2 1.22 0.10 0.03 0.0073Horizontal Rails 1 3 0.44 0.10 0.03 0.0040Planks 1 2 0.35 0.50 0.025 0.0088

0.0201

0.0201 cost of for planks x 49441 1,316.79

0.48 sqm Cost of labour charges @ 601.00 288.48

Supply and Fixing of non teak wood door of size 1.05 x 1.95 with fully pannealed including cost and conveyence of all charges

Supply and Fixing of non teak wood Window Shutters of size 0.45 x 1.06 with fully pannealed including cost and conveyence of all charges

Supply and Fixing of non teak wood Window shutters of size 0.40x1.22 with fully pannealed including cost and conveyence of all charges

6 " long aluminiam tower bolt 2 @ 60 120.0025 % agency allowence 72.31100 mm long M.S Hinges 3 No.s 120.00

1,917.58

4 Supply and Fixing of G.I. Sheet doors of size 0.70 x 1.65 mtrs for toilets.

Size : 0.70 x 1.65

Vertical port 1 2 1.65 0.10 0.03 0.0099Horizontal Port 1 2 0.7 0.10 0.03 0.0042

0.0141

0.014 cost of for planks x 49441 697.11

1.15 Sqm cost of GI Sheet 160.00 299.001.15 Sqm Cost of labour charges @ 193.00 221.95150 mm M.S. Hinges @ 2 x 100 200.002 No.s M.S. Pedastal @ 2 X 60 120.0025 % agency allowence 55.48

1593.54

DOOR SIZE 1.05 X 2.10AREA OF THE DOOR 2.2050 SqmTHEORITICAL REQUIREMENT

1Verticals (L - Angle) 2 2.10 4.20Hrizontel (L - Angle) 2 1.05 2.10Hold fasts 6 0.23 1.38

7.68 RmtEqualent weight 3.50 Kgs/ Rmt

7.68 3.50 26.88 Kgs

2Verticals (L - Angle) 4 2.085 8.34Hrizontel (L - Angle) 6 1.035 6.21


14.55 3.00 43.65 Kgs3 18 Guage MS Sheet 1.035 2.09 2.158

9.80 Kgs/ Sqm2.16 9.80 21.15 Kgs

Total Weight 62.58 Kgs

Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work

OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040- 40mm x 40mm x 6mm

INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm

4 Data For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 25% 261.45 65.36

404.81 10SqmABSTRACT QTY RATE AMOUNT

1 26.88 Kgs 44.50 Kgs 1196.16

2 43.65 Kgs 44.50 Kgs 1942.43

3 18 Guage MS Sheet 21.15 Kgs 43.00 Kgs 909.37

4 Data For Red Oxide Primer 4.41 10Sqm 40.48 Sqm 178.52

5 62.58 Kgs 20.00 Kgs 1251.56

Municipal area allowence 25% 1251.56 312.895790.93

Add 14% Overheads 14% 5790.93 810.73Rate per Each Door 6601.66

DOOR SIZE 0.75 X 2.10AREA OF THE DOOR 1.5750 SqmTHEORITICAL REQUIREMENT

Verticals (L - Angle) 2 2.10 4.20Hrizontel (L - Angle) 2 0.75 1.50Hold fasts 6 0.23 1.38


7.08 3.50 24.78 Kgs

Verticals (L - Angle) 2 2.085 4.17Hrizontel (L - Angle) 3 0.735 2.21


6.38 3.00 19.13 Kgs18 Guage MS Sheet 0.735 2.09 1.532

9.80 Kgs/ Sqm1.53 9.80 15.02 Kgs

Total Weight 46.17 KgsData For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 0.25 261.45 65.36

404.81 10Sqm



Labour Charges for Fabrication of Steel Door BMM-V.14

Supply and fixing of 18guage M.S. plain sheet DOOR of size 0.75x2.10m (single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work

40mm x 6mm


ABSTRACT QTY RATE AMOUNT

24.78 Kgs 44.50 Kgs 1102.71

19.13 Kgs 44.50 Kgs 851.06

18 Guage MS Sheet 15.02 Kgs 43.00 Kgs 645.78Data For Red Oxide Primer 3.15 10Sqm 40.48 Sqm 127.52

46.17 Kgs 20.00 Kgs 923.47



WINDOW SIZE 1.50 X 1.35AREA OF THE DOOR 2.0250 SqmTHEORITICAL REQUIREMENT

Verticals (L - Angle) 2 1.35 2.70Verticals (T - Angle) 2 1.35 2.70Hrizontel (L - Angle) 2 1.50 3.00Hold fasts 6 0.23 1.38


9.78 3.50 34.23 Kgs

Verticals (L - Angle) 6 1.335 8.01Hrizontel (L - Angle) 9 0.490 4.41


12.42 1.40 17.39 Kgs18 Guage MS Sheet 3 0.490 1.34 1.962

9.80 Kgs/ Sqm1.96 9.80 19.23 Kgs

10mm Square bars 14 1.35 18.900.78 Kgs/ Rmt

18.90 0.78 14.74 Kgs

Total Weight 80.62 KgsData For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 0.25 261.45 65.36

404.81 10SqmABSTRACT QTY RATE AMOUNT




Supply and fixing of 18guage M.S. plain sheet WINDOW of size 1.50x1.35m (Triple Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 2525 angle of size 55mm x 25mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work

40mm x 6mm

3535- 35mm x 33mm x 6mm

34.23 Kgs 44.50 Kgs 1523.24

17.39 Kgs 44.50 Kgs 773.77

18 Guage MS Sheet 19.23 Kgs 43.00 Kgs 826.9810mm Square bars 14.74 Kgs 44.50 Kgs 656.02Data For Red Oxide Primer 4.05 10Sqm 40.48 Sqm 163.95

80.62 Kgs 20.00 Kgs 1612.48









DOORS & WINDOWS

Supply and Fixing of non teak wood door of size 1.05 x 1.95 with fully pannealed including cost and conveyence of

Supply and Fixing of non teak wood Window Shutters of size 0.45 x 1.06 with fully pannealed including cost and

Supply and Fixing of non teak wood Window shutters of size 0.40x1.22 with fully pannealed including cost and

Supply and Fixing of G.I. Sheet doors of size 0.70 x 1.65 mtrs for toilets.

D&W DATA (1) P No 168

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 3.24Sal Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cumHorizental 1 x 1.52 x 0.075 x 0.10 = 0.00864 0.01140 cum Total = 0.04054 0.04335 cum


a)MATERIAL1 0.03195 Cost of Sal wood scantling of any size BMT-E-015 Item Sl No 122 40012.00 1 Cum 1278.382 0.01140 Cost of Sal wood scantling of any size BMT-E-015 40012.00 1 Cum 456.14

3 2.89 734.00 1 Sqm 2121.264 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 124.00 1 Each 124.006 2.00 51.00 1 Each 102.007 2.00 34.00 1 Each 68.008 6.00 23.00 1 Each 138.009 1.00 50.00 1 Each 50.0010 2.00 34.00 1 Each 68.00


2.89 324.00 1 Sqm 936.36

14 Add overheads @ 14%Rate per / Each

1

DOOR SIZE 2.00 x 2.13 mtrs : Area = 4.26 Sqm 2 X 2.13 4.26

Sal Wood for Frame




with Sal 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 M.S.Powder Coated Tower Bolts 250mm

long 2 Nos, M.S.Powder Coated Handles 150mm long 2 Nos, 300mm long

M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt



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.



Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)












work.


Total = 0.04695 cum


a)MATERIAL

1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.38


3 3.87 734.00 1 Sqm 2840.58

4 6.00 MS Hold Fasts 10.00 1 Each 60.00

5 1.00 134.00 1 Each 134.00

6 2.00 55.00 1 Each 110.00

7 2.00 37.00 1 Each 74.00

8 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.00

10 2.00 37.00 1 Each 74.00a) LABOUR

11 0.22 Carpenter class I 385.00 1 day 84.02

12 0.51 Carpenter class II 345.00 1 day 175.68

13 0.36 Light mazdoor 295.00 1 day 106.70

3.87 324.00 1 Sqm 1253.88

6995.4214 Add overheads @ 14% 979.36


2

DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6

Sal Wood for Frame



Total = 0.04110 cum


a)MATERIAL



3 2.28 734.00 1 Sqm 1673.52


5 1.00 134.00 1 Each 134.00


Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick


















work.





6 2.00 55.00 1 Each 110.00

7 2.00 37.00 1 Each 74.00

8 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.00

10 2.00 37.00 1 Each 74.00a) LABOUR




2.28 324.00 1 Sqm 738.72

5079.1314 Add overheads @ 14% 711.08


3

DOOR SIZE 0.90 x 2.13 mtrs : Area = 1.92 sqm 0.9 X 2.13 1.92

Sal Wood for Frame



Total = 0.03870 cum

1x0.78x2.05 = 1.599 1.6 sqm

ABSTRACT

a)MATERIAL



3 1.6 734.00 1 Sqm 1174.40


5 1.00 134.00 1 Each 134.00

6 2.00 55.00 1 Each 110.00

7 1.00 37.00 1 Each 37.00

8 3.00 25.00 1 Each 75.00

9 1.00 54.00 1 Each 54.00

10 1.00 37.00 1 Each 37.00

a) LABOUR




1.60 324.00 1 Sqm 518.40

4093.28

14 Add overheads @ 14% 573.06







Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Sal 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 M.S.Powder Coated Tower Bolts 250mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 3 Nos, 300 mm long M.S.Powder Coated 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




Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)

Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)

Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)

Cost of Door Stoper (BMT-G.53)




4

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 cumHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum


a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.382 0.00750 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 300.09

3 1.79 734.00 1 Sqm 1313.864 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 134.00 1 Each 134.00

6 2.00 41.00 1 Each 82.007 1.00 37.00 1 Each 37.008 6.00 25.00 1 Each 150.00

9 1.00 54.00 1 Each 54.0010 2.00 37.00 1 Each 74.00


1.79 324.00 1 Sqm 579.96

4414.9814 Add overheads @ 14% 618.10


5

1 rmt 303.00 1 Rmt 303.00

Add overheads @ 14%

Rate per Rmt 303.00


with Sal Wood Frame of sections size 75mm x 100mm with Flush Door

Shutters Solid Bond Wood black board type with commercial ply on both faces


Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No,

300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder

Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated 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.




Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)


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



6

1 2205.00 1 sqm 2205.00Add overheads @ 14%

Rate per 1 sqm 2205.00

7

a)

4450 1 SQM 4450.00-427.00400.00


b)

5050.00-427.00400.00


8

VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54

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 10mm 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 door shutter (BMT-N.02) Item Sl No 644

NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick 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. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., 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 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.


Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm.




Angular frame 25 x 25 x 3mm thickVerticals 1 x 22 x 0.45 = 0.90 m

Horizental 1 x2 x 1.20 = 2.40 mFor Hold fasts 1 x 2 x 0.15 = 0.30

Total = 3.60 m 3.96 Kgs





548.91Add overheads @ 14% 76.85


9

VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X 0.45 0.45Angular frame 25 x 25 x 3mm thick







452.51Add overheads @ 14% 63.35


10








427.63Add overheads @ 14% 59.87


11

GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 3.6 X 1.5 5.4Angular frame 25 x 25 x 3mm thick

Verticals 1 x 2 x 1.50 = 3.00 m



Supply and Fixing of Balcony Grill of size 3.60 x 1.50 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


Horizental 1 x2 x 3.60 = 7.20 mFor Hold fasts 1 x 2 x 0.15 = 0.30

Total = 10.50 m 11.55 Kgs

10 mm square rods @ 150 mm c/cVerticals 1 x 19 x 1.50 = 28.50

Horizental 1 x9 x 3.6 = 32.40total 60.90 m 47.81 Kgs

ABSTRACTa)MATERIAL



3917.53Add overheads @ 14% 548.45


12

1 rmt 228.00 1 Rmt 228.00Add overheads @ 14%

Rate per Rmt 228.00

13

Area of Shutter = 0.70x2.00= 1.40 sqm 1.4 1 Sqm1.4 1100.00 1 Sqm 1540.002 37.00 1 Each 74.003 25.00 1 Each 75.002 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) 29.00 1 Each 58.001 MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43) 86.00 1 Each 86.00

1.4324.00 1 Sqm 453.60

2286.60Rate per Sqm 1633.00

Add overheads @ 14% 228.62

Rate per sqmt 1862.00

0 PRSD Kothagudem 0

Badangi Vizianagaram Vizianagaram

0Guntur

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.


PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)


WS-DATA P No 175

WATER SUPPLY AND SANITARY DATAS


DATAS

AREA ALLOWENCE 0%

ADD 14% OVERHEADS 14%

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

1

a)

BMW-A.02 1.00 Rmt 193.00 1.00 Rmt 193.00

Area allowence on labour chargesBMW-A.05

0%102.00 1.00 0.00 0.00

193.00

add overheads @14.00% 27.02

Total rate per 1 Rmt220.05

b) 152.40mm dia SWG pipe upto 5' depthBMW-A.03 1.00 Rmt 471.00 1.00 Rmt 471.00


0%138.00 1.00 0.00 0.00

471.00



c

BMW-A.01 1.00 Rmt 348.00 1.00 Rmt 348.00


0%138.00 1.00 0.00 0.00

348.00



152.40mm dia SWG pipe upto 3' depthBMW-A.04 1.00 Rmt 319.00 1.00 Rmt 319.00


0%102.00 1.00 0.00 0.00

319.00



2

basic rate as per ssr itemBMW-B.03 1.00 Nos 4814.00 1.00 Nos 4814.00

Area allowence on labour charges 0%0.00 1.00 0.00 0.00

4814.00

Sl.No

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 including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)

101.60 mm dia SWG pipe upto 3' depth

101.60 mm dia SWG pipe upto 5' depth

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.

WS-DATA P No 176

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


Total rate per 1 Nos5488.00

3

basic rate as per ssr item BMW-B.04 1.00 Nos 7455.00 1.00 Nos 7455.00

Area allowence on labour charges 0% 0.00 1.00 0.00 0.00

7455.00

add overheads @ 14.00% 1043.70

Total rate per 1 Nos 8498.70

4



8288.00



5



5246.00



6

Basic rate as per ssr item BMW-A.72 1.00 Nos 530.00 1.00 Nos 530.00

Area allowence on labour charges BMW-A.74 0% 23.00 1.00 0.00 0.00

530.00



7

A Basic rate as per ssr item BMW-D24 1.00 Nos 1323.00 1.00 Nos 1323.00

Area allowence on labour charges BMW-D28 0% 288.00 1.00 0.00 0.00

1323.00

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.

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

WS-DATA P No 177




B

BMW-I.48 1.00 Nos 85.00 1.00 Nos 85.00

Area allowence on labour charges BMW-I.49 0% 16.00 1.00 0.00 0.00

85.00



C

BMW-E 05 1.00 Nos 403.00 1.00 Nos 403.00

Area allowence on labour charges BMW-E 06 0% 35.00 1.00 0.00 0.00

403.00



D

BMW-E31 1.00 Nos 201.00 1.00 Nos 201.00

Area allowence on labour charges BMW-E32 0% 23.00 1.00 0.00 0.00

201.00



E

BMW-G05 1.00 Nos 21.00 1.00 Nos 21.00


21.00



TOTAL COST (A+B+C+D+E) Rs 2317.70

8

Basic rate as per ssr item BMW-I.28 1.00 Nos 206.00 1.00 Nos 206.00


206.00



9

Basic rate as per ssr item BMW-I 105 1.00 Nos 435.00 1.00 Nos 435.00


435.00


Total rate per 1 Nos495.90

10

Basic rate as per ssr item BMW-I 20 1.00 Nos 139.00 1.00 Nos 139.00

Area allowence on labour charges BMW-I 21 0% 36.00 1.00 0.00 0.00

139.00



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

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.

WS-DATA P No 178


11

a) 300 grams

Basic rate as per ssr item BMW-E 09 1.00 Nos 219.00 1.00 Nos 219.00


219.00



b) 400 gms

Basic rate as per ssr item BMW-E 07 1.00 Nos 345.00 1.00 Nos 345.00


345.00



12

(a) 90mm dia 3 Mts single socket

Basic rate as per ssr item BMW-G12 1.00 RM 368.00 3.00 RMT 122.67

Area allowence on labour charges BMW-G.152 0% 58.00 1.00 0.00 0.00

122.67


Total rate per 1 RMT 139.85

(b) 110mm dia 3 Mts single socket

Basic rate as per ssr item BMW-G13 1.00 RM 440.00 3.00 RMT 146.67

Area allowence on labour charges BMW-G.152 0% RM 58.00 1.00 RM 0.00

146.67



13

a) 15mm Nominal bore

Basic rate as per ssr item BMW-F79 1.00 Rmt 151.00 1.00 Rmt 151.00

Area allowence on labour charges BMW-F80 0% Rmt 33.00 1.00 0.00

151.00



b) 20mm Nominal bore

Basic rate as per ssr item BMW-F81 1.00 Rmt 168.00 1.00 Rmt 168.00

Area allowence on labour charges BMW-F82 0% Rmt 33.00 1.00 Rmt 0.00

168.00



c) 25mm Nominal bore

Basic rate as per ssr item BMW-F83 1.00 Rmt 220.00 1.00 RMT 220.00


220.00



D 40mm Nominal bore


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.

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 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 P No 179



346.00



E 50mm Nominal bore



373.00


Total rate per 1 RMT425.25

F 65mm Nominal bore



661.00



14

15 mm dia nominal bore

Basic rate as per ssr item BMW-F21 1.00 Nos 306.00 1.00 Nos 306.00

Area allowence on labour charges BMW-F22 0% 36.00 1.00 0.00 0.00

306.00


Total rate per 1 No 348.85

a) 20mm Nominal bore



414.00



b) 25mm Nominal bore



610.00



c) 40mm Nominal bore



1243.00



d) 50mm Nominal bore



1795.00



e 65 mm nominal bore



3424.00

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.

WS-DATA P No 180




15

Basic rate as per ssr item BMW-D33 1.00 Nos 690.00 1.00 Nos 690.00


690.00



16

Basic rate as per ssr item BMW-i63 1.00 Nos 62.00 1.00 Nos 62.00

Area allowence on labour charges BMW-i64 0% 18.00 1.00 0.00 0.00

62.00



17

Basic rate as per ssr item BMW-A72 1.00 Nos 530.00 1.00 Nos 530.00

Area allowence on labour charges BMW-A74 0% 23.00 1.00 0.00 0.00

530.00



18

A Basic rate as per ssr item Nahany trap BMW-C41 1.00 Nos 279.00 1.00 Nos 279.00

Area allowence on labour charges BMW-C42 0% 45.00 1.00 0.00 0.00

279.00



BBMW-i12 1.00 Nos 26.00 1.00 Nos 26.00

Area allowence on labour charges BMW-i13 0% 15.00 1.00 0.00 0.00

26.00



Total cost (A +B) 347.75

19



Providing brick masonry seat BMW-D09 1.00 Nos 253.00 1.00 Nos 253.00

1305.00


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

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 including labour for fixing and laying the SWG junctions/plugs/bends with air tightcement joints etc., complete including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work as directed by Engineer-in-charge.

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.

Basic rate as per ssr item Nahany trap cover

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.

WS-DATA P No 181


Total cost (A +B) 1487.70

20

Basic rate as per ssr item BMW-G01 1.00 Lit 5.00 1.00 Lit 5.00

Area allowence on labour charges BMW-G02 0% 0.00 1.00 0.00 0.00

5.00


Total rate per 1 Ltr 5.70

21



587.00



22

Basic rate as per ssr item BMW-I119 1.00 Nos 5826.00 1.00 Nos 5826.00

Area allowence on labour charges BMW-I120 0% 414.00 1.00 0.00 0.00

5826.00



23



598.00



24

Basic rate as per ssr item BMW-H05 1.00 Nos 1765.00 1.00 Nos 1765.00


1765.00



25



1308.00



26

a

Basic rate as per ssr item BMW-CO2 1.00 Nos 737.00 1.00 Nos 737.00

Area allowence on labour charges BMW-CO7 0% 173.00 1.00 0.00 0.00

737.00

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 including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge.

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 brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for finished item of work in all floors

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

Supply and fixing of 100 mm dia CI Vent pipe of 3 mts length double socket fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.

Supply and fixing of 75 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 and labour charges for placing and fixing in position etc., complete for finished item of work.

Supply and fixing of CI pipes 101.6mm 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 P No 182




27

b

Basic rate as per ssr item BMW-CO1 1.00 Nos 645.00 1.00 Nos 645.00

Area allowence on labour charges BMW-CO7 0% 173.00 1.00 0.00 0.00

645.00



28

Basic rate as per ssr item BMW-B06 1.00 Nos 3020.00 1.00 Nos 3020.00


3020.00



29



60.00



30



41.00



31



213.00



32





1825.00



Supply and fixing of CI pipes 76.2 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 AC Cowls 88.9 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 AC Cowls 63.50 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 P No 183


33



1645.00



34



53.00



35

Basic rate as per ssr item BMW-G08 1.00 Nos 1323.00 1.00 Nos 1323.00


1323.00



36

Basic rate as per ssr item BMW-C12 1.00 Nos 332.00 1.00 Nos 332.00

Area allowence on labour chargesBMW-C14

0%55.00 1.00 0.00 0.00

332.00



37

Basic rate as per ssr item BMW-C11 1.00 Nos 284.00 1.00 Nos 284.00

Area allowence on labour charges BMW-C14 0% 55.00 1.00 0.00 0.00

284.00



38

Basic rate as per ssr item Table 17.1/PH 1.00 RMT 49.00 1.00 RMT 49.00

Labour charges for laying and jointing12-b / PH 1.00 RMT 21.00 1.00

RMT21.00

Area allowence on labour charges 0% 21.00 0.00

70.00


Total rate per 1Rmt 79.80

39

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.

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.

Supply & Fixing 4" dia (101.6 mm) CI 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.

Supply & Fixing 3" dia (76.2 mm) CI 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.

Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications 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.

Construction of 60,000 liters capacity OHSR(VRCC) with 12.7 mts staging without seismic analysis including fixtures OF rcc OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc., RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of good quality with ebonite /copper float approved pattern - 1 no

WS-DATA P No 184


b. MS ladder on the outside

45.e / PH1.00 Lt 20.94 1.00 Lt 20.94

Add for difference in cost of cement (5400-5500)*0.00007 -0.01

Add for difference in cost of steel (42000-41000)*0.00002 0.02

20.95

Add 10% extra for rural area allowence 2.10

23.05


Total rate per 1 Lt 26.30

40

a) 80mm dia x 2.00 mts CI D/F pipes

Table 26/PH 1.00 Kg 58.00 1.00 Kg 58.00

Add overheads @ 14.00% 8.12

Total rate per 1 Kg 66.15

b)

1.00 Kg 58.00 1.00 Kg 58.00

Add overheads @14.00% 8.12


c)80mm dia x flonged spigot CI tail pieces

1.00 Kg 58.00 1.00 Kg 58.00



d) 80mm dia CI sluice valves

Table 27.1 1.00 nos 4468.00 1.00 nos 4468.00



e) 80mm dia CI duct foot bends

Table 24-VI / PH 1.00 Kg88.00

1.00 Kg 88.00



f) Rubber packing 3/6mm thick

a . RCC or allumininum ladder inside 0.45mts wide

c. Lighting including condutor & earthing etc.,

d. RCC ventilators with copper or stainless steel skyproof mesh

e. Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos)f. Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities g. Water level indicator of good quality with ebonite /copper float approved pattern - 1 no

Supply and fixing of the following fixtures

80mm dia x 1.00 CI D/F pipes initiate cost only

WS-DATA P No 185


Table 36-4 / PH 1.00 kg 77.00 1.00 kg 77.00



g) Bolts & nuts

Table 36-5 / PH 1.00 Kg 93.00 1.00 Kg 93.00

Add overheads @ 14.00% 13.02


41 322.50

Cost of Bricks 654 Nos. 5095.67 1000 Nos. 3332.57

Deduct 15% for perforation 98.10 Nos. 5095.67 -1000 Nos. -499.89

Brick layer 1.28 Each 385.00 1 Each 492.80

Man Mazdoor 0.64 Each 295.00 1 Each 188.80

Women Mazdoor 1.93 Each 295.00 1 Each 569.35

Rate per Cum 4083.63

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.

El Data P No 186

Standard Data Electrical Items SSR 2012-13


Area allowence 0%Overheads and contractors profit on materials

Overheads and contractors profit on labour 0%

Description Unit QTY Rate Rs. Amount Rs. ohr

1 2 3 4 5 6 7

1

Taking Output = 100 M

a) Material

elec-1.2.4 25mm dia 2mm thick PVC pipe 100 M 1 3030.00 3030.00

ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00

elec-1.2.44 25mm PVC bends Each 12 6.00 72.00

3390.00

Add contr profit @14% on material 0.00 0.00

Total material cost 3390.00

b) Labour charges :

elec-8.1.77 Skilled Electrician day 2 400.00 800.00

elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00

elec-8.1.85 Helpers day 2 320.00 640.00

Add area allowence on labour charges @ 0% 0.00

Add contr profit @14% on Labour 0% 2080.00 0.00

C) Cost for 100 RM 5470.00

Rate per Metre = C/100 54.70

2


a) Material

elec-1.2.3 25mm dia 1.5mm thick PVC pipe 100 M 1 2420.00 2420.00

elec-8.1.10 U' Links 100 Nos 2 40.00 80.00

elec-1.4.12 8"x10" TW deep boxes Each 2 44.00 88.00

ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00

elec-1.2.44 25mm PVC bends Each 12 6.00 72.00

elec-8.1.54 Cement kg 50 5.60 280.00

3228.00



b) Labour charges :


elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00

elec-8.1.85 Helpers day 2 320.00 640.00

elec-8.1.79 Mason Ist class day 2 350.00 700.00



C) Cost for 100 RM 6008.00


Index -code

Specific ation No.

1.4.2

( C )

Supply and Fixing of 25mm dia 2mm 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 wooden board / box.

1.4.2

( b )

Supply and Fixing of 25mm dia 1.5mm 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

El Data P No 187


1 2 3 4 5 6 7

Index -code

Specific ation No.

3 2.1.1

Taking Output = 6 Points

a) Material

elec-1.5.1 100 M 1 1001.00 1001.00

elec-1.7.1 6A Switch @18/- each each 6 18.00 108.00

elec-1.7.15 6A 3 way Ceiling Rose@21/-each each 6 21.00 126.00

elec-1.4.19 25 x 20 cms (10" x8") Hylam sheet 3mm thick no 1 44.00 44.00

1279.00



b) Labour charges :

elec-8.1.77 Skilled Electrician day 0.6 400.00 240.00

elec-8.1.78 Semi skilled Electrician day 1.2 320.00 384.00

elec-8.1.85 Helpers day 0.6 320.00 192.00



C) Cost for 6 Points 2095.00

Rate per Point = C/6 349.20

4

For stair case 1 1.5 327.40 491.10

5 2.1.4

Taking Output = each

a) Material

elec-1.7.4 6A 3 pin / 2 pin Socket each 1 27.00 27.00

elec-1.7.1 6A 1 way flush type switch each 1 18.00 18.00

45.00



b) Labour charges : .


elec-8.1.85 Helpers day 0.067 320.00 21.44



Rate per each 93.25

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) 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., comp Make : Million / RPG/ paragon

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

Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS switch control box including all labour charges etc., complete for staircase in Residential buildings as required. Make: Finolex L&T.

Rate as per light point in non residential Building=327.40

Supply and fixing of 6A 3 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

El Data P No 188


1 2 3 4 5 6 7

Index -code

Specific ation No.

6

Taking out put=15 Points

a) Materials

elec 1.5.1 100M 1 1001.00 1001.00

elec 1.7.1 6A switch@ 18/- each each 15 18.00 270.00

elec 1.7.4 6A 3pin /2pin socket each 15 27.00 405.00

Add contractor profit @ 14% on materail. 0.00 0.00


Labour charges :

elec 8.1.77 Skilled Electrician day 1.5 400.00 600.00

elec 8.1.78 Semi skilled Electricinan day 1.5 320.00 480.00

elec 8.185 Helpers day 1.5 320.00 480.00


Add contractor profit @ 14% on labour. 0% 0.00

Cost for 15.points 3236.00

Rate per point=/15 215.73

7 2.1.5


a) Material

elec-1.3.5 20 x 15 cms (8" x6") MS switch deep box each 1 162.00 162.00

elec-1.4.18 each 1 26.40 26.40

elec-1.7.11 16A 3 pin / 6A 3pin plug socket (5 in 1) each 1 146.00 146.00

334.40



b) Labour charges :


elec-8.1.78 Semi Skilled Electrician day 0.1 320.00 32.00

elec-8.1.85 Helpers day 0.1 320.00 32.00



Rate per each 438.40

Note : Labour Charges proposed for 10 jobs per day

8

a) Material

elec-7.1.5 cat-6 RJ 45 information oulet 1 340.00 340.00

elec-1.3.1 MS box 1 54.00 54.00

0.00

394.00

wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges etc., complete. Make : Phinolex / L&T

14/0.3(1.0Sqmm)FRLS PVC insulated flexible copper wire

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. Plug Socket.Makes : Gold Medal / ANCHOR/ OLIVE/Million ZOOM.

21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam sheet

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

El Data P No 189


1 2 3 4 5 6 7

Index -code

Specific ation No.


Total for material 394.00

b) Labour charges :



elec-8.1.85 Helpers day 0.12 320.00 38.40



Sundries

C) Cost for each 576.40

9 3.1.2


a) Material

elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00



b) Labour charges :


elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00

elec-8.1.85 Helpers day 0.34 320.00 108.80



C) Cost for 100 RM 1565.80


Note : Labour Charges considered for 150 M / day

10 3.1.4.a


a) Material

elec-1.5.3 36/0.3mm (2.5 sqmm) FR PVC copper cable 100 M 2 2389.20 4778.40

elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00

5779.40



b) Labour charges :

elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 1.005 400.00 402.00

elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 3 320.00 960.00

elec-8.1.85 Helpers (2.0 + 0.5) day 1.005 320.00 321.60



Sundries

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Finolex / L&T.

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 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 to swithc boards connections etc.,

El Data P No 190


1 2 3 4 5 6 7

Index -code

Specific ation No.

C) Cost for 100 RM 7463.00


11 3.1.5

elec- 1.5.4 2 run of 4.0 sq.mm wire 1 2 3650.00 7300.00

elec- 1.5.3 1 run of 2.50 sq. mm wire 1 1 2390.00 2390.00

9690.00

Add contr profit @ 14% on material 0 0.00


Labour Charges

Skilled Electrician (1.0 + 0.34) day 1.34 400.00 536.00

Semi skilled Electrician (3+1) day 4 320.00 1280.00

Helpers(1.0 + 0.34) day 1.34 320.00 428.80


Add contr profit @ 14% on Labour 0% 0.00

Cost per 100 Rmt 11934.80


12 3.3.7


a) Material

elec-1.5.6 100 M 4 8600.00 34400.00

1.5.4 56/0.3 (4.0 sqmm) FR PVC flexible copper cable 1 3650.00 3650.00

Add contr profit @14% on material 0.00


b) Labour charges :

elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 2 400.00 800.00

elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 6 320.00 1920.00

elec-8.1.85 Helpers (2.0 + 0.5) day 2 320.00 640.00



Sundries

C) Cost for 100 RM 41410.00



13 8.2.2

a) Material

elec-3.6.8 4' x 40 watts box type flourscent light fitting. each 1 850.50 850.50elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00elec-8.1.35 Tw Round blocks each 2 6.00 12.00



Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make: Finolex / L&T

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 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

140/0.3mm (10 Sq.mm) FR PVC flexible copper cable

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Philips / crompton

El Data P No 191


1 2 3 4 5 6 7

Index -code

Specific ation No.


a) Labour charges

elec-8.1.77 Skilled Electrician day 0.10 400 40.00

elec-8.1.78 Semi Skilled Electrician day 0.10 320 32.00

Labour for 1 No 979.50

14


a) Material

elec-1.7.16 PVC batten holder each 1 20.00 20.00

elec-3.7.1 40W bulb each 1 12.00 12.00

elec-1.7.15 Deduct Cost of Ceiling Rose each 1 21.00 -21.00

11.00



b) Labour charges :


elec-8.1.85 Helpers day 0.05 320.00 16.00



Rate per each 47.00

2. Labour Charges proposed for 20 jobs per day

15

a) Material

elec-5.1.1 1200 mm (48") Ceiling Fan each 1 1600.00 1600

Transportation Charges on Unit Cost 1% 16.00 16.00

1616.00



16 33

a) Material

elec-1.7.14 Steeped type Electronics type Regulator M 1 220.00 220.00



b) Labour charges.

elec-8.1.78 Semi skilled Electrician day 0.1 320.00 32.00

Sundries. 21.20


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 40W bulb (for new installation).Makes : Gold Medal /Million / Vimal

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

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

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

El Data P No 192


1 2 3 4 5 6 7

Index -code

Specific ation No.

Add contr profit @14% on Labour 0% 0.00

Rate per Each 273.20

Note : Labour is Considered for 10 jobs / day

Labour Charges

17

a) Material

elec-1.6.8 23/0060 Twin Core wire M 1 9.90 9.90

LS 1 3.00 3.00

12.90



b) Labour charges.


elec-8.1.85 Helper day 0.125 320.00 40.00




Note : Labour is Considered for 8 fans / day

18

a) Material

elec-5.1.14 300mm (12") 900 RPM H.D. Exhaust Fan each 1 2645.00 2645.00

Transportation Charges on Unit Cost 1% 26.45 26.45




19 36

a) Material

elec-1.6.8 23/0060 Twin flat wire M 1 9.90 9.90

elec-8.1.54 Cement kg 25 5.60 140.00

149.90



b) Labour charges.


elec-8.1.85 Helper day 0.25 320.00 80.00

elec-8.1.79 Mason day 0.25 350.00 87.50



Sundries such as Sand, Bolt, Nuts etc., LS 1 24.34 24.34


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 / Bajaj / Havells/ Orient.

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

El Data P No 193


1 2 3 4 5 6 7

Index -code

Specific ation No.

Note :1. Labour is Considered for 6 jobs / day

2. Cost of louver shutter may be added if required.

20

a) Material

elec-3.1.1 1x40W WP flourscent street light fitting. each 1 1400.00 1400.00

elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00

1445.00



21

a) Material

elec-8.1.59 25mm dia G.I pipe light grade M 1 205.00 205.00

elec-1.6.8 23/0060 twin core flexible copper cable M 2 9.90 19.80

Pipe bending charges LS 1 25.00 25.00

M.S flat and welding charges LS 1 35.00 35.00

284.80



b) Labour charges

elec-8.1.77 Skilled Electrician/carpenter day 0.2 400.00 80.00

elec-8.1.79 Mason day 0.2 350.00 70.00

elec-8.1.78 Semi skilled Electrician / Helper day 0.2 320.00 64.00




22

8 way TPN Vertical DB

a) Material

elec.2.12.37 Nos 1 9100.00 9100.00

elec-2.8.2 125 Amps, 4 Pole , 25 kA MCCB Nos 0 7194.00 0.00

elec-2.9.6 10 kA, 63A TP MCBs: Nos 1 1477.00 1477.00

elec-2.9.1 10kA, 6 to 32A SP MCBs: Rs.184 / Each Nos 24 201.00 4824.00

15401.00

Add contr profit @14% on material 0.00


b) Labour charges :



elec-8.1.85 Helpers day 1 320.00 320.00

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 /Thorn

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 and fixing 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.

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

El Data P No 194


1 2 3 4 5 6 7

Index -code

Specific ation No.

Add area allowence on labour charges @ 0.00

Add contr profit @14% on Labour 1040.00 0.00

LS 19.00 19.00


Say 16460.00

a 1No. Semi skilled mason

23


a) Material

elec.2.12.24 each 1 2491.00 2491.00

elec-2.10.6 40A, 4 Pole Isolator each 1 814.00 814.00

elec-2.9.1 10kA - 6-32A range SP MCBs each 12 201.00 2412.00

5717.00



b) Labour charges :



elec-8.1.85 Helpers day 1 320.00 320.00



Sundries such as TW Plugs, Screws Cement etc, LS 14.00 14.00


Note : Labour Charges considered for 2 jobs / day

24


a) Material

each 1 2491.00 2491.00

elec-2.10.6 63A, 4 Pole Isolator each 1 890.00 890.00

elec-2.9.1 10kA - 6-32A range SP MCBs each 8 201.00 1608.00

4989.00



b) Labour charges :



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

Note : 1. Labour Charges considered for 1 jobs / day2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add the following:

b 1/4 bag cement

Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.

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.

Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.

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.

El Data P No 195


1 2 3 4 5 6 7

Index -code

Specific ation No.

elec-8.1.85 Helpers day 1 320.00 320.00



Sundries such as TW Plugs, Screws Cement etc, LS 14.00 14.00


Note : Labour Charges considered for 2 jobs / day

25 Elec4.1.25 SSR rateRs.246.20.

246.20

26

a) Material

cum 1.21 122.11 147.75

cum 0.9 150.00 135.00

1 25.00 25.00

40mm dia 'B' Class G.I pipe Mtr 2.5 301.00 752.50

Each 1 75.00 75.00

Each 16 5.00 80.00

elec-8.1.12 G.I Nuts, Bolts an Washers Set 4 12.00 48.00

18" dia hume pipe ring Each 1 100.00 100.00

elec-8.1.16 Hard Coke Kg 20 8.00 160.00

elec-8.1.17 Salt Kg 20 4.00 80.00

1603.25



Each

Semi skilled Electrician day 0.5 320.00 160.00

Helpers day 0.5 320.00 160.00



Sundries

Rate per each Say 1923.30

27

a) Material

elec-2.6.4 100 A Fuse units each 3 484.00 1452.00

100 A neutral links each 1 118.00 118.00

elec-1.4.7 T.W blocks ( 12" x 15" ) each 1 99.00 99.00

1669.00

supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI

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

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.9 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") length

Drilling of 16 Nos through holes of 12mm dia to G.I pipe

b) labour charges for fixing pipe ring and connections

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.

El Data P No 196


1 2 3 4 5 6 7

Index -code

Specific ation No.



elec-8.1.77 day 1 400.00 400.00

elec-8.1.85 day 4 320.00 1280.00



50.00

3399.00

28


a) Material

elec-7.1.1 2 pair telephone wire 100 M 1 1010.00 1010.00



b) Labour charges :



elec-8.1.85 Helpers day 0.34 285.00 96.90



Sundries

C) Cost for 100 RM 1499.00



29


a) Material

elec-1.7.18 telephone jack type socket 1 48.00 48.00

elec-1.3.1 MS box 1 54.00 54.00

elec-1.4.22 4x4 sunglass delux board 1 13.20 13.20

115.20



b) Labour charges :



elec-8.1.85 Helpers day 0.1 285.00 28.50

b) Labour charges

Skilled Electrician

Helper

Sundires such as Cement, Sand etc.,

Rate per Each

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

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

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El Data P No 197


1 2 3 4 5 6 7

Index -code

Specific ation No.



Sundries

C) Cost for each 203.70

30 elec3.7.26 1 115.00 115.00

31


a) Material

elec-7.1.4 cat-6 UTP LAN cable 100 M 1 2580.00 2580.00



b) Labour charges :



elec-8.1.85 Helpers day 0.34 285.00 96.90



Sundries

C) Cost for 100 RM 3069.00



Supply of 18W pin type CFL Lamp of Makes:Wipro/Bajaj/Phillips/Thorn

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/Finolex

Name of the work : Sub Estiate for the work Providing Electrification to Model School

Quantity Description of Work Unit Rate (Rs.)in fig.

CONDUIT PIPE

1 1250 RM #REF! #REF! #REF!

2 500 RM #REF! #REF! #REF!

WIRING

3 657 PTS #REF! POINT #REF! #REF!

4 82 PTS #REF! POINT #REF! #REF!

57 EACH #REF! #REF!

5 207 PTS POINT #REF! #REF!

6 27 NOS #REF! EACH #REF! #REF!7 7 NOS EACH #REF! #REF!

8 57 NOS EACH #REF! #REF!

RUN OF MAINS

9 628 RM #REF! #REF!

10 1985 RM #REF! #REF!

S. NO

.

Amount (Rs.)

ONE RM

ONE RM

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 / Gold Medal Olive /Million Zoom

Wiring with three runs of 1.0 sq.mm insulated PVC flexible copper conductor cable (phase, neutral, earth) in the existing conduit pipe with 6 Amps flush type switch, and 6 A 3/2 pin socket on Separate switch board etc.,complete as required Make:Million / Gold Medal

Supply and fixing single phase DB in sheet steel enclosure with metalic plug and socket with 1 No. 20/32A,10KA SPMCB ( Motor characteristics MCBs) control including making connections etc., complete concealing in wall. Makes : MDS / L&T Hager.

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 run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Gold Medal / Finolex / RPG/ L&T Hager / Million

ONE RM

Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

11 420 RM #REF! #REF!



14 224 RM #REF! #REF!

15 538 RM #REF! #REF!

16 50 NOS EACH 200.00 10000.00


LIGHT FITTINGS





Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable 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.Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable 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 DBSMake:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

ONE RM

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/Finolex

ONE RM

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

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

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. The fitting shall be under warranty for three years.Makes: Crompton/Bajaj/Surya/Havells.

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 40W bulb (for new installation).Makes : Gold Medal /Million / Vimal

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Aura / Bajaj R Gold / Havells Festiva / Usha Premium.

Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board.








DISTRIBUTION BOARDS



31 250 RM #REF! #REF!

32 2 Nos EACH #REF! #REF!

33 2 Nos #REF!

34 2 Nos EACH #REF! #REF!

CABLES

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

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

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

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.

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.

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.

Supply and fixing 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: MDS/ L&T Hager

Supply and fixing of TPN 4 way distribution board board flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 63 Amps -4 pole isolator incomer and 12 nos. 16 to 32 Amps single pole, 10 KA breaking capacity MCB outgoings including connections and labour etc. (Lighting DB's)Makes : MDS / L&T Hager.

Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded/solid aluminimum conduct complete., Make: Universal/NICCO/RPG/SURANA/POY CAB/Paragaon Cables. 3.50Core 25 Sq.mm

ONE RM

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

Supply of 17U floor mounting net work rack with power spike including all accessries of make HCL / VallSupply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 1 No. 63A TP MCB as incomer with 24 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes: MDS/ L&T Hager

35 100 Mtrs 1 Mtr #REF! #REF!

36 200 Mtrs 1 Mtr #REF! #REF!

EARTHING


38 1 NO EACH 2521.00 2521.00

TOTAL: #REF!

Supply of 3.5 Core 95 Sq. mm PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ TORRENT/CCI/ FORTUNE ART

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.

Providing independent earthing by excavating a trench to a depth of 2.1 M in all soild, as per size specified in the Data using 40 mm dia 'B' Class GI pipe of 2.5 mtrs length with necessary accessories with hume pipe rings duly providing staggered holes including filling with equal proportion of salt and charcoal in layers and all labour charges etc., complete for smal quarters.

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.

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CONVEYANCE CHARGES AS PER COMMON SSR 2009 - 2010

Water Bricks

## 1 1.00 27.63 26.67 0.00 39.21 16.49 44.472 2.00 38.68 37.37 7.60 54.91 23.07 62.283 3.00 51.67 51.67 17.80 75.96 30.70 82.984 4.00 62.72 62.72 25.70 92.19 37.28 100.615 5.00 73.77 73.77 33.60 108.51 43.86 118.606 6.00 84.82 84.82 41.50 124.74 50.44 136.407 7.00 95.88 95.88 49.40 140.96 57.02 154.218 8.00 106.93 106.93 57.30 157.19 63.60 172.029 9.00 117.98 117.98 65.20 173.42 70.18 189.82

10 10.00 129.04 129.04 73.10 189.65 76.75 207.6311 11.00 140.09 140.09 81.00 205.88 83.33 225.4412 12.00 151.14 151.14 88.90 222.11 89.91 243.2513 13.00 162.19 162.19 96.80 238.33 96.49 261.0514 14.00 173.25 173.25 104.70 254.56 103.07 278.8615 15.00 184.30 184.30 112.60 270.79 109.65 296.6716 16.00 195.35 195.35 120.50 287.02 116.23 314.4717 17.00 206.40 206.40 128.40 303.25 122.81 332.2818 18.00 217.46 217.46 136.30 319.47 129.39 350.0919 19.00 228.51 228.51 144.20 335.70 135.96 367.8920 20.00 239.56 239.56 152.10 351.93 142.54 385.7021 21.00 250.61 250.61 160.00 368.16 149.12 403.5122 22.00 261.67 261.67 167.90 384.39 155.70 421.3223 23.00 272.72 272.72 175.80 400.61 162.28 439.1224 24.00 283.77 283.77 183.70 416.84 168.86 456.9325 25.00 294.82 294.82 191.60 433.07 175.44 474.7426 26.00 305.88 305.88 199.50 449.30 182.02 492.5427 27.00 316.93 316.93 207.40 465.53 188.60 510.3528 28.00 327.98 327.98 215.30 481.75 195.18 528.1629 29.00 339.04 339.04 223.20 497.98 201.75 545.9630 30.00 350.09 350.09 231.10 514.21 208.33 563.7731 31.00 359.30 359.30 237.70 527.81 213.86 578.6032 32.00 368.51 368.51 244.30 541.40 219.39 593.4233 33.00 377.72 377.72 250.90 555.00 224.91 608.2534 34.00 386.93 386.93 257.50 568.60 230.44 623.0735 35.00 396.14 396.14 264.10 582.19 235.96 637.8936 36.00 405.35 405.35 270.70 595.79 241.49 652.7237 37.00 414.56 414.56 277.30 609.39 247.02 667.5438 38.00 423.77 423.77 283.90 622.98 252.54 682.3739 39.00 432.98 432.98 290.50 636.58 258.07 697.1940 40.00 442.19 442.19 297.10 650.18 263.60 712.0241 41.00 451.40 451.40 303.70 663.77 269.12 726.8442 42.00 460.61 460.61 310.30 677.37 274.65 741.6743 43.00 469.82 469.82 316.90 690.96 280.18 756.4944 44.00 479.04 479.04 323.50 704.56 285.70 771.3245 45.00 488.25 488.25 330.10 718.16 291.23 786.1446 46.00 497.46 497.46 336.70 731.75 296.75 800.9647 47.00 506.67 506.67 343.30 745.35 302.28 815.7948 48.00 515.88 515.88 349.90 758.95 307.81 830.6149 49.00 525.09 525.09 356.50 772.54 313.33 845.4450 50.00 534.30 534.30 363.10 786.14 318.86 860.2651 51.00 543.51 543.51 369.70 799.74 324.39 875.0952 52.00 552.72 552.72 376.30 813.33 329.91 889.9153 53.00 561.93 561.93 382.90 826.93 335.44 904.7454 54.00 571.14 571.14 389.50 840.53 340.96 919.56

Sl.No

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

55 55.00 580.35 580.35 396.10 854.12 346.49 934.3956 56.00 589.56 589.56 402.70 867.72 352.02 949.2157 57.00 598.77 598.77 409.30 881.32 357.54 964.0458 58.00 607.98 607.98 415.90 894.91 363.07 978.8659 59.00 617.19 617.19 422.50 908.51 368.60 993.6860 60.00 626.40 626.40 429.10 922.11 374.12 1008.5161 61.00 635.61 635.61 435.70 935.70 379.65 1023.3362 62.00 644.82 644.82 442.30 949.30 385.18 1038.1663 63.00 654.04 654.04 448.90 962.89 390.70 1052.9864 64.00 663.25 663.25 455.50 976.49 396.23 1067.8165 65.00 672.46 672.46 462.10 990.09 401.75 1082.6366 66.00 681.67 681.67 468.70 1003.68 407.28 1097.4667 67.00 690.88 690.88 475.30 1017.28 412.81 1112.2868 68.00 700.09 700.09 481.90 1030.88 418.33 1127.1169 69.00 709.30 709.30 488.50 1044.47 423.86 1141.9370 70.00 718.51 718.51 495.10 1058.07 429.39 1156.7571 71.00 727.72 727.72 501.70 1071.67 434.91 1171.5872 72.00 736.93 736.93 508.30 1085.26 440.44 1186.4073 73.00 746.14 746.14 514.90 1098.86 445.96 1201.2374 74.00 755.35 755.35 521.50 1112.46 451.49 1216.0575 75.00 764.56 764.56 528.10 1126.05 457.02 1230.8876 76.00 773.77 773.77 534.70 1139.65 462.54 1245.7077 77.00 782.98 782.98 541.30 1153.25 468.07 1260.5378 78.00 792.19 792.19 547.90 1166.84 473.60 1275.3579 79.00 801.40 801.40 554.50 1180.44 479.12 1290.1880 80.00 810.61 810.61 561.10 1194.04 484.65 1305.0081 81.00 819.82 819.82 567.70 1207.63 490.18 1319.8282 82.00 829.04 829.04 574.30 1221.23 495.70 1334.6583 83.00 838.25 838.25 580.90 1234.82 501.23 1349.4784 84.00 847.46 847.46 587.50 1248.42 506.75 1364.3085 85.00 856.67 856.67 594.10 1262.02 512.28 1379.1286 86.00 865.88 865.88 600.70 1275.61 517.81 1393.9587 87.00 875.09 875.09 607.30 1289.21 523.33 1408.7788 88.00 884.30 884.30 613.90 1302.81 528.86 1423.6089 89.00 893.51 893.51 620.50 1316.40 534.39 1438.4290 90.00 902.72 902.72 627.10 1330.00 539.91 1453.2591 91.00 911.93 911.93 633.70 1343.60 545.44 1468.0792 92.00 921.14 921.14 640.30 1357.19 550.96 1482.8993 93.00 930.35 930.35 646.90 1370.79 556.49 1497.7294 94.00 939.56 939.56 653.50 1384.39 562.02 1512.5495 95.00 948.77 948.77 660.10 1397.98 567.54 1527.3796 96.00 957.98 957.98 666.70 1411.58 573.07 1542.1997 97.00 967.19 967.19 673.30 1425.18 578.60 1557.0298 98.00 976.40 976.40 679.90 1438.77 584.12 1571.8499 99.00 985.61 985.61 686.50 1452.37 589.65 1586.67

100 100.00 994.82 994.82 693.10 1465.96 595.18 1601.49101 101.00 1004.04 1004.04 699.70 1479.56 600.70 1616.32102 102.00 1013.25 1013.25 706.30 1493.16 606.23 1631.14103 103.00 1022.46 1022.46 712.90 1506.75 611.75 1645.96104 104.00 1031.67 1031.67 719.50 1520.35 617.28 1660.79105 105.00 1040.88 1040.88 726.10 1533.95 622.81 1675.61106 106.00 1050.09 1050.09 732.70 1547.54 628.33 1690.44107 107.00 1059.30 1059.30 739.30 1561.14 633.86 1705.26108 108.00 1068.51 1068.51 745.90 1574.74 639.39 1720.09109 109.00 1077.72 1077.72 752.50 1588.33 644.91 1734.91110 110.00 1086.93 1086.93 759.10 1601.93 650.44 1749.74111 111.00 1096.14 1096.14 765.70 1615.53 655.96 1764.56112 112.00 1105.35 1105.35 772.30 1629.12 661.49 1779.39113 113.00 1114.56 1114.56 778.90 1642.72 667.02 1794.21114 114.00 1123.77 1123.77 785.50 1656.32 672.54 1809.04115 115.00 1132.98 1132.98 792.10 1669.91 678.07 1823.86

116 116.00 1142.19 1142.19 798.70 1683.51 683.60 1838.68117 117.00 1151.40 1151.40 805.30 1697.11 689.12 1853.51118 118.00 1160.61 1160.61 811.90 1710.70 694.65 1868.33119 119.00 1169.82 1169.82 818.50 1724.30 700.18 1883.16120 120.00 1179.04 1179.04 825.10 1737.89 705.70 1897.98121 121.00 1188.25 1188.25 831.70 1751.49 711.23 1912.81122 122.00 1197.46 1197.46 838.30 1765.09 716.75 1927.63123 123.00 1206.67 1206.67 844.90 1778.68 722.28 1942.46124 124.00 1215.88 1215.88 851.50 1792.28 727.81 1957.28125 125.00 1225.09 1225.09 858.10 1805.88 733.33 1972.11126 126.00 1234.30 1234.30 864.70 1819.47 738.86 1986.93127 127.00 1243.51 1243.51 871.30 1833.07 744.39 2001.75128 128.00 1252.72 1252.72 877.90 1846.67 749.91 2016.58129 129.00 1261.93 1261.93 884.50 1860.26 755.44 2031.40130 130.00 1271.14 1271.14 891.10 1873.86 760.96 2046.23131 131.00 1280.35 1280.35 897.70 1887.46 766.49 2061.05132 132.00 1289.56 1289.56 904.30 1901.05 772.02 2075.88133 133.00 1298.77 1298.77 910.90 1914.65 777.54 2090.70134 134.00 1307.98 1307.98 917.50 1928.25 783.07 2105.53135 135.00 1317.19 1317.19 924.10 1941.84 788.60 2120.35136 136.00 1326.40 1326.40 930.70 1955.44 794.12 2135.18137 137.00 1335.61 1335.61 937.30 1969.04 799.65 2150.00138 138.00 1344.82 1344.82 943.90 1982.63 805.18 2164.82139 139.00 1354.04 1354.04 950.50 1996.23 810.70 2179.65140 140.00 1363.25 1363.25 957.10 2009.82 816.23 2194.47141 141.00 1372.46 1372.46 963.70 2023.42 821.75 2209.30142 142.00 1381.67 1381.67 970.30 2037.02 827.28 2224.12143 143.00 1390.88 1390.88 976.90 2050.61 832.81 2238.95144 144.00 1400.09 1400.09 983.50 2064.21 838.33 2253.77145 145.00 1409.30 1409.30 990.10 2077.81 843.86 2268.60146 146.00 1418.51 1418.51 996.70 2091.40 849.39 2283.42147 147.00 1427.72 1427.72 1003.30 2105.00 854.91 2298.25148 148.00 1436.93 1436.93 1009.90 2118.60 860.44 2313.07149 149.00 1446.14 1446.14 1016.50 2132.19 865.96 2327.89150 150.00 1455.35 1455.35 1023.10 2145.79 871.49 2342.72151 151.00 1464.56 1464.56 1029.70 2159.39 877.02 2357.54152 152.00 1473.77 1473.77 1036.30 2172.98 882.54 2372.37153 153.00 1482.98 1482.98 1042.90 2186.58 888.07 2387.19154 154.00 1492.19 1492.19 1049.50 2200.18 893.60 2402.02155 155.00 1501.40 1501.40 1056.10 2213.77 899.12 2416.84156 156.00 1510.61 1510.61 1062.70 2227.37 904.65 2431.67157 157.00 1519.82 1519.82 1069.30 2240.96 910.18 2446.49158 158.00 1529.04 1529.04 1075.90 2254.56 915.70 2461.32159 159.00 1538.25 1538.25 1082.50 2268.16 921.23 2476.14160 160.00 1547.46 1547.46 1089.10 2281.75 926.75 2490.96161 161.00 1556.67 1556.67 1095.70 2295.35 932.28 2505.79162 162.00 1565.88 1565.88 1102.30 2308.95 937.81 2520.61163 163.00 1575.09 1575.09 1108.90 2322.54 943.33 2535.44164 164.00 1584.30 1584.30 1115.50 2336.14 948.86 2550.26165 165.00 1593.51 1593.51 1122.10 2349.74 954.39 2565.09166 166.00 1602.72 1602.72 1128.70 2363.33 959.91 2579.91167 167.00 1611.93 1611.93 1135.30 2376.93 965.44 2594.74168 168.00 1621.14 1621.14 1141.90 2390.53 970.96 2609.56169 169.00 1630.35 1630.35 1148.50 2404.12 976.49 2624.39170 170.00 1639.56 1639.56 1155.10 2417.72 982.02 2639.21171 171.00 1648.77 1648.77 1161.70 2431.32 987.54 2654.04172 172.00 1657.98 1657.98 1168.30 2444.91 993.07 2668.86173 173.00 1667.19 1667.19 1174.90 2458.51 998.60 2683.68174 174.00 1676.40 1676.40 1181.50 2472.11 1004.12 2698.51175 175.00 1685.61 1685.61 1188.10 2485.70 1009.65 2713.33176 176.00 1694.82 1694.82 1194.70 2499.30 1015.18 2728.16

177 177.00 1704.04 1704.04 1201.30 2512.89 1020.70 2742.98178 178.00 1713.25 1713.25 1207.90 2526.49 1026.23 2757.81179 179.00 1722.46 1722.46 1214.50 2540.09 1031.75 2772.63180 180.00 1731.67 1731.67 1221.10 2553.68 1037.28 2787.46181 181.00 1740.88 1740.88 1227.70 2567.28 1042.81 2802.28182 182.00 1750.09 1750.09 1234.30 2580.88 1048.33 2817.11183 183.00 1759.30 1759.30 1240.90 2594.47 1053.86 2831.93184 184.00 1768.51 1768.51 1247.50 2608.07 1059.39 2846.75185 185.00 1777.72 1777.72 1254.10 2621.67 1064.91 2861.58186 186.00 1786.93 1786.93 1260.70 2635.26 1070.44 2876.40187 187.00 1796.14 1796.14 1267.30 2648.86 1075.96 2891.23188 188.00 1805.35 1805.35 1273.90 2662.46 1081.49 2906.05189 189.00 1814.56 1814.56 1280.50 2676.05 1087.02 2920.88190 190.00 1823.77 1823.77 1287.10 2689.65 1092.54 2935.70191 191.00 1832.98 1832.98 1293.70 2703.25 1098.07 2950.53192 192.00 1842.19 1842.19 1300.30 2716.84 1103.60 2965.35193 193.00 1851.40 1851.40 1306.90 2730.44 1109.12 2980.18194 194.00 1860.61 1860.61 1313.50 2744.04 1114.65 2995.00195 195.00 1869.82 1869.82 1320.10 2757.63 1120.18 3009.82196 196.00 1879.04 1879.04 1326.70 2771.23 1125.70 3024.65197 197.00 1888.25 1888.25 1333.30 2784.82 1131.23 3039.47198 198.00 1897.46 1897.46 1339.90 2798.42 1136.75 3054.30199 199.00 1906.67 1906.67 1346.50 2812.02 1142.28 3069.12200 200.00 1915.88 1915.88 1353.10 2825.61 1147.81 3083.95201 201.00 1925.09 1925.09 1359.70 2839.21 1153.33 3098.77202 202.00 1934.30 1934.30 1366.30 2852.81 1158.86 3113.60203 203.00 1943.51 1943.51 1372.90 2866.40 1164.39 3128.42204 204.00 1952.72 1952.72 1379.50 2880.00 1169.91 3143.25205 205.00 1961.93 1961.93 1386.10 2893.60 1175.44 3158.07206 206.00 1971.14 1971.14 1392.70 2907.19 1180.96 3172.89207 207.00 1980.35 1980.35 1399.30 2920.79 1186.49 3187.72208 208.00 1989.56 1989.56 1405.90 2934.39 1192.02 3202.54209 209.00 1998.77 1998.77 1412.50 2947.98 1197.54 3217.37210 210.00 2007.98 2007.98 1419.10 2961.58 1203.07 3232.19211 211.00 2017.19 2017.19 1425.70 2975.18 1208.60 3247.02212 212.00 2026.40 2026.40 1432.30 2988.77 1214.12 3261.84213 213.00 2035.61 2035.61 1438.90 3002.37 1219.65 3276.67214 214.00 2044.82 2044.82 1445.50 3015.96 1225.18 3291.49215 215.00 2054.04 2054.04 1452.10 3029.56 1230.70 3306.32216 216.00 2063.25 2063.25 1458.70 3043.16 1236.23 3321.14217 217.00 2072.46 2072.46 1465.30 3056.75 1241.75 3335.96218 218.00 2081.67 2081.67 1471.90 3070.35 1247.28 3350.79219 219.00 2090.88 2090.88 1478.50 3083.95 1252.81 3365.61220 220.00 2100.09 2100.09 1485.10 3097.54 1258.33 3380.44221 221.00 2109.30 2109.30 1491.70 3111.14 1263.86 3395.26222 222.00 2118.51 2118.51 1498.30 3124.74 1269.39 3410.09223 223.00 2127.72 2127.72 1504.90 3138.33 1274.91 3424.91224 224.00 2136.93 2136.93 1511.50 3151.93 1280.44 3439.74225 225.00 2146.14 2146.14 1518.10 3165.53 1285.96 3454.56226 226.00 2155.35 2155.35 1524.70 3179.12 1291.49 3469.39227 227.00 2164.56 2164.56 1531.30 3192.72 1297.02 3484.21228 228.00 2173.77 2173.77 1537.90 3206.32 1302.54 3499.04229 229.00 2182.98 2182.98 1544.50 3219.91 1308.07 3513.86230 230.00 2192.19 2192.19 1551.10 3233.51 1313.60 3528.68231 231.00 2201.40 2201.40 1557.70 3247.11 1319.12 3543.51232 232.00 2210.61 2210.61 1564.30 3260.70 1324.65 3558.33233 233.00 2219.82 2219.82 1570.90 3274.30 1330.18 3573.16234 234.00 2229.04 2229.04 1577.50 3287.89 1335.70 3587.98235 235.00 2238.25 2238.25 1584.10 3301.49 1341.23 3602.81236 236.00 2247.46 2247.46 1590.70 3315.09 1346.75 3617.63237 237.00 2256.67 2256.67 1597.30 3328.68 1352.28 3632.46

238 238.00 2265.88 2265.88 1603.90 3342.28 1357.81 3647.28239 239.00 2275.09 2275.09 1610.50 3355.88 1363.33 3662.11240 240.00 2284.30 2284.30 1617.10 3369.47 1368.86 3676.93241 241.00 2293.51 2293.51 1623.70 3383.07 1374.39 3691.75242 242.00 2302.72 2302.72 1630.30 3396.67 1379.91 3706.58243 243.00 2311.93 2311.93 1636.90 3410.26 1385.44 3721.40244 244.00 2321.14 2321.14 1643.50 3423.86 1390.96 3736.23245 245.00 2330.35 2330.35 1650.10 3437.46 1396.49 3751.05246 246.00 2339.56 2339.56 1656.70 3451.05 1402.02 3765.88247 247.00 2348.77 2348.77 1663.30 3464.65 1407.54 3780.70248 248.00 2357.98 2357.98 1669.90 3478.25 1413.07 3795.53249 249.00 2367.19 2367.19 1676.50 3491.84 1418.60 3810.35250 250.00 2376.40 2376.40 1683.10 3505.44 1424.12 3825.18251 251.00 2385.61 2385.61 1689.70 3519.04 1429.65 3840.00252 252.00 2394.82 2394.82 1696.30 3532.63 1435.18 3854.82253 253.00 2404.04 2404.04 1702.90 3546.23 1440.70 3869.65254 254.00 2413.25 2413.25 1709.50 3559.82 1446.23 3884.47255 255.00 2422.46 2422.46 1716.10 3573.42 1451.75 3899.30256 256.00 2431.67 2431.67 1722.70 3587.02 1457.28 3914.12257 257.00 2440.88 2440.88 1729.30 3600.61 1462.81 3928.95258 258.00 2450.09 2450.09 1735.90 3614.21 1468.33 3943.77259 259.00 2459.30 2459.30 1742.50 3627.81 1473.86 3958.60260 260.00 2468.51 2468.51 1749.10 3641.40 1479.39 3973.42261 261.00 2477.72 2477.72 1755.70 3655.00 1484.91 3988.25262 262.00 2486.93 2486.93 1762.30 3668.60 1490.44 4003.07263 263.00 2496.14 2496.14 1768.90 3682.19 1495.96 4017.89264 264.00 2505.35 2505.35 1775.50 3695.79 1501.49 4032.72265 265.00 2514.56 2514.56 1782.10 3709.39 1507.02 4047.54266 266.00 2523.77 2523.77 1788.70 3722.98 1512.54 4062.37267 267.00 2532.98 2532.98 1795.30 3736.58 1518.07 4077.19268 268.00 2542.19 2542.19 1801.90 3750.18 1523.60 4092.02269 269.00 2551.40 2551.40 1808.50 3763.77 1529.12 4106.84270 270.00 2560.61 2560.61 1815.10 3777.37 1534.65 4121.67271 271.00 2569.82 2569.82 1821.70 3790.96 1540.18 4136.49272 272.00 2579.04 2579.04 1828.30 3804.56 1545.70 4151.32273 273.00 2588.25 2588.25 1834.90 3818.16 1551.23 4166.14274 274.00 2597.46 2597.46 1841.50 3831.75 1556.75 4180.96275 275.00 2606.67 2606.67 1848.10 3845.35 1562.28 4195.79276 276.00 2615.88 2615.88 1854.70 3858.95 1567.81 4210.61277 277.00 2625.09 2625.09 1861.30 3872.54 1573.33 4225.44278 278.00 2634.30 2634.30 1867.90 3886.14 1578.86 4240.26279 279.00 2643.51 2643.51 1874.50 3899.74 1584.39 4255.09280 280.00 2652.72 2652.72 1881.10 3913.33 1589.91 4269.91281 281.00 2661.93 2661.93 1887.70 3926.93 1595.44 4284.74282 282.00 2671.14 2671.14 1894.30 3940.53 1600.96 4299.56283 283.00 2680.35 2680.35 1900.90 3954.12 1606.49 4314.39284 284.00 2689.56 2689.56 1907.50 3967.72 1612.02 4329.21285 285.00 2698.77 2698.77 1914.10 3981.32 1617.54 4344.04286 286.00 2707.98 2707.98 1920.70 3994.91 1623.07 4358.86287 287.00 2717.19 2717.19 1927.30 4008.51 1628.60 4373.68288 288.00 2726.40 2726.40 1933.90 4022.11 1634.12 4388.51289 289.00 2735.61 2735.61 1940.50 4035.70 1639.65 4403.33290 290.00 2744.82 2744.82 1947.10 4049.30 1645.18 4418.16291 291.00 2754.04 2754.04 1953.70 4062.89 1650.70 4432.98292 292.00 2763.25 2763.25 1960.30 4076.49 1656.23 4447.81293 293.00 2772.46 2772.46 1966.90 4090.09 1661.75 4462.63294 294.00 2781.67 2781.67 1973.50 4103.68 1667.28 4477.46295 295.00 2790.88 2790.88 1980.10 4117.28 1672.81 4492.28296 296.00 2800.09 2800.09 1986.70 4130.88 1678.33 4507.11297 297.00 2809.30 2809.30 1993.30 4144.47 1683.86 4521.93298 298.00 2818.51 2818.51 1999.90 4158.07 1689.39 4536.75

299 299.00 2827.72 2827.72 2006.50 4171.67 1694.91 4551.58300 300.00 2836.93 2836.93 2013.10 4185.26 1700.44 4566.40301 301.00 2846.14 2846.14 2019.70 4198.86 1705.96 4581.23302 302.00 2855.35 2855.35 2026.30 4212.46 1711.49 4596.05303 303.00 2864.56 2864.56 2032.90 4226.05 1717.02 4610.88304 304.00 2873.77 2873.77 2039.50 4239.65 1722.54 4625.70305 305.00 2882.98 2882.98 2046.10 4253.25 1728.07 4640.53306 306.00 2892.19 2892.19 2052.70 4266.84 1733.60 4655.35307 307.00 2901.40 2901.40 2059.30 4280.44 1739.12 4670.18308 308.00 2910.61 2910.61 2065.90 4294.04 1744.65 4685.00309 309.00 2919.82 2919.82 2072.50 4307.63 1750.18 4699.82310 310.00 2929.04 2929.04 2079.10 4321.23 1755.70 4714.65311 311.00 2938.25 2938.25 2085.70 4334.82 1761.23 4729.47312 312.00 2947.46 2947.46 2092.30 4348.42 1766.75 4744.30313 313.00 2956.67 2956.67 2098.90 4362.02 1772.28 4759.12314 314.00 2965.88 2965.88 2105.50 4375.61 1777.81 4773.95315 315.00 2975.09 2975.09 2112.10 4389.21 1783.33 4788.77316 316.00 2984.30 2984.30 2118.70 4402.81 1788.86 4803.60317 317.00 2993.51 2993.51 2125.30 4416.40 1794.39 4818.42318 318.00 3002.72 3002.72 2131.90 4430.00 1799.91 4833.25319 319.00 3011.93 3011.93 2138.50 4443.60 1805.44 4848.07320 320.00 3021.14 3021.14 2145.10 4457.19 1810.96 4862.89321 321.00 3030.35 3030.35 2151.70 4470.79 1816.49 4877.72322 322.00 3039.56 3039.56 2158.30 4484.39 1822.02 4892.54323 323.00 3048.77 3048.77 2164.90 4497.98 1827.54 4907.37324 324.00 3057.98 3057.98 2171.50 4511.58 1833.07 4922.19325 325.00 3067.19 3067.19 2178.10 4525.18 1838.60 4937.02326 326.00 3076.40 3076.40 2184.70 4538.77 1844.12 4951.84327 327.00 3085.61 3085.61 2191.30 4552.37 1849.65 4966.67328 328.00 3094.82 3094.82 2197.90 4565.96 1855.18 4981.49329 329.00 3104.04 3104.04 2204.50 4579.56 1860.70 4996.32330 330.00 3113.25 3113.25 2211.10 4593.16 1866.23 5011.14331 331.00 3122.46 3122.46 2217.70 4606.75 1871.75 5025.96332 332.00 3131.67 3131.67 2224.30 4620.35 1877.28 5040.79333 333.00 3140.88 3140.88 2230.90 4633.95 1882.81 5055.61334 334.00 3150.09 3150.09 2237.50 4647.54 1888.33 5070.44335 335.00 3159.30 3159.30 2244.10 4661.14 1893.86 5085.26336 336.00 3168.51 3168.51 2250.70 4674.74 1899.39 5100.09337 337.00 3177.72 3177.72 2257.30 4688.33 1904.91 5114.91338 338.00 3186.93 3186.93 2263.90 4701.93 1910.44 5129.74339 339.00 3196.14 3196.14 2270.50 4715.53 1915.96 5144.56340 340.00 3205.35 3205.35 2277.10 4729.12 1921.49 5159.39341 341.00 3214.56 3214.56 2283.70 4742.72 1927.02 5174.21342 342.00 3223.77 3223.77 2290.30 4756.32 1932.54 5189.04343 343.00 3232.98 3232.98 2296.90 4769.91 1938.07 5203.86344 344.00 3242.19 3242.19 2303.50 4783.51 1943.60 5218.68345 345.00 3251.40 3251.40 2310.10 4797.11 1949.12 5233.51346 346.00 3260.61 3260.61 2316.70 4810.70 1954.65 5248.33347 347.00 3269.82 3269.82 2323.30 4824.30 1960.18 5263.16348 348.00 3279.04 3279.04 2329.90 4837.89 1965.70 5277.98349 349.00 3288.25 3288.25 2336.50 4851.49 1971.23 5292.81350 350.00 3297.46 3297.46 2343.10 4865.09 1976.75 5307.63351 351.00 3306.67 3306.67 2349.70 4878.68 1982.28 5322.46352 352.00 3315.88 3315.88 2356.30 4892.28 1987.81 5337.28353 353.00 3325.09 3325.09 2362.90 4905.88 1993.33 5352.11354 354.00 3334.30 3334.30 2369.50 4919.47 1998.86 5366.93355 355.00 3343.51 3343.51 2376.10 4933.07 2004.39 5381.75356 356.00 3352.72 3352.72 2382.70 4946.67 2009.91 5396.58357 357.00 3361.93 3361.93 2389.30 4960.26 2015.44 5411.40358 358.00 3371.14 3371.14 2395.90 4973.86 2020.96 5426.23359 359.00 3380.35 3380.35 2402.50 4987.46 2026.49 5441.05

360 360.00 3389.56 3389.56 2409.10 5001.05 2032.02 5455.88361 361.00 3398.77 3398.77 2415.70 5014.65 2037.54 5470.70362 362.00 3407.98 3407.98 2422.30 5028.25 2043.07 5485.53363 363.00 3417.19 3417.19 2428.90 5041.84 2048.60 5500.35364 364.00 3426.40 3426.40 2435.50 5055.44 2054.12 5515.18365 365.00 3435.61 3435.61 2442.10 5069.04 2059.65 5530.00366 366.00 3444.82 3444.82 2448.70 5082.63 2065.18 5544.82367 367.00 3454.04 3454.04 2455.30 5096.23 2070.70 5559.65368 368.00 3463.25 3463.25 2461.90 5109.82 2076.23 5574.47369 369.00 3472.46 3472.46 2468.50 5123.42 2081.75 5589.30370 370.00 3481.67 3481.67 2475.10 5137.02 2087.28 5604.12371 371.00 3490.88 3490.88 2481.70 5150.61 2092.81 5618.95372 372.00 3500.09 3500.09 2488.30 5164.21 2098.33 5633.77373 373.00 3509.30 3509.30 2494.90 5177.81 2103.86 5648.60374 374.00 3518.51 3518.51 2501.50 5191.40 2109.39 5663.42375 375.00 3527.72 3527.72 2508.10 5205.00 2114.91 5678.25376 376.00 3536.93 3536.93 2514.70 5218.60 2120.44 5693.07377 377.00 3546.14 3546.14 2521.30 5232.19 2125.96 5707.89378 378.00 3555.35 3555.35 2527.90 5245.79 2131.49 5722.72379 379.00 3564.56 3564.56 2534.50 5259.39 2137.02 5737.54380 380.00 3573.77 3573.77 2541.10 5272.98 2142.54 5752.37381 381.00 3582.98 3582.98 2547.70 5286.58 2148.07 5767.19382 382.00 3592.19 3592.19 2554.30 5300.18 2153.60 5782.02383 383.00 3601.40 3601.40 2560.90 5313.77 2159.12 5796.84384 384.00 3610.61 3610.61 2567.50 5327.37 2164.65 5811.67385 385.00 3619.82 3619.82 2574.10 5340.96 2170.18 5826.49386 386.00 3629.04 3629.04 2580.70 5354.56 2175.70 5841.32387 387.00 3638.25 3638.25 2587.30 5368.16 2181.23 5856.14388 388.00 3647.46 3647.46 2593.90 5381.75 2186.75 5870.96389 389.00 3656.67 3656.67 2600.50 5395.35 2192.28 5885.79390 390.00 3665.88 3665.88 2607.10 5408.95 2197.81 5900.61391 391.00 3675.09 3675.09 2613.70 5422.54 2203.33 5915.44392 392.00 3684.30 3684.30 2620.30 5436.14 2208.86 5930.26393 393.00 3693.51 3693.51 2626.90 5449.74 2214.39 5945.09394 394.00 3702.72 3702.72 2633.50 5463.33 2219.91 5959.91395 395.00 3711.93 3711.93 2640.10 5476.93 2225.44 5974.74396 396.00 3721.14 3721.14 2646.70 5490.53 2230.96 5989.56397 397.00 3730.35 3730.35 2653.30 5504.12 2236.49 6004.39398 398.00 3739.56 3739.56 2659.90 5517.72 2242.02 6019.21399 399.00 3748.77 3748.77 2666.50 5531.32 2247.54 6034.04400 400.00 3757.98 3757.98 2673.10 5544.91 2253.07 6048.86401 401.00 3767.19 3767.19 2679.70 5558.51 2258.60 6063.68402 402.00 3776.40 3776.40 2686.30 5572.11 2264.12 6078.51403 403.00 3785.61 3785.61 2692.90 5585.70 2269.65 6093.33404 404.00 3794.82 3794.82 2699.50 5599.30 2275.18 6108.16405 405.00 3804.04 3804.04 2706.10 5612.89 2280.70 6122.98406 406.00 3813.25 3813.25 2712.70 5626.49 2286.23 6137.81407 407.00 3822.46 3822.46 2719.30 5640.09 2291.75 6152.63408 408.00 3831.67 3831.67 2725.90 5653.68 2297.28 6167.46409 409.00 3840.88 3840.88 2732.50 5667.28 2302.81 6182.28410 410.00 3850.09 3850.09 2739.10 5680.88 2308.33 6197.11411 411.00 3859.30 3859.30 2745.70 5694.47 2313.86 6211.93412 412.00 3868.51 3868.51 2752.30 5708.07 2319.39 6226.75413 413.00 3877.72 3877.72 2758.90 5721.67 2324.91 6241.58414 414.00 3886.93 3886.93 2765.50 5735.26 2330.44 6256.40415 415.00 3896.14 3896.14 2772.10 5748.86 2335.96 6271.23416 416.00 3905.35 3905.35 2778.70 5762.46 2341.49 6286.05417 417.00 3914.56 3914.56 2785.30 5776.05 2347.02 6300.88418 418.00 3923.77 3923.77 2791.90 5789.65 2352.54 6315.70419 419.00 3932.98 3932.98 2798.50 5803.25 2358.07 6330.53420 420.00 3942.19 3942.19 2805.10 5816.84 2363.60 6345.35

421 421.00 3951.40 3951.40 2811.70 5830.44 2369.12 6360.18422 422.00 3960.61 3960.61 2818.30 5844.04 2374.65 6375.00423 423.00 3969.82 3969.82 2824.90 5857.63 2380.18 6389.82424 424.00 3979.04 3979.04 2831.50 5871.23 2385.70 6404.65425 425.00 3988.25 3988.25 2838.10 5884.82 2391.23 6419.47426 426.00 3997.46 3997.46 2844.70 5898.42 2396.75 6434.30427 427.00 4006.67 4006.67 2851.30 5912.02 2402.28 6449.12428 428.00 4015.88 4015.88 2857.90 5925.61 2407.81 6463.95429 429.00 4025.09 4025.09 2864.50 5939.21 2413.33 6478.77430 430.00 4034.30 4034.30 2871.10 5952.81 2418.86 6493.60431 431.00 4043.51 4043.51 2877.70 5966.40 2424.39 6508.42432 432.00 4052.72 4052.72 2884.30 5980.00 2429.91 6523.25433 433.00 4061.93 4061.93 2890.90 5993.60 2435.44 6538.07434 434.00 4071.14 4071.14 2897.50 6007.19 2440.96 6552.89435 435.00 4080.35 4080.35 2904.10 6020.79 2446.49 6567.72436 436.00 4089.56 4089.56 2910.70 6034.39 2452.02 6582.54437 437.00 4098.77 4098.77 2917.30 6047.98 2457.54 6597.37438 438.00 4107.98 4107.98 2923.90 6061.58 2463.07 6612.19439 439.00 4117.19 4117.19 2930.50 6075.18 2468.60 6627.02440 440.00 4126.40 4126.40 2937.10 6088.77 2474.12 6641.84441 441.00 4135.61 4135.61 2943.70 6102.37 2479.65 6656.67442 442.00 4144.82 4144.82 2950.30 6115.96 2485.18 6671.49443 443.00 4154.04 4154.04 2956.90 6129.56 2490.70 6686.32444 444.00 4163.25 4163.25 2963.50 6143.16 2496.23 6701.14445 445.00 4172.46 4172.46 2970.10 6156.75 2501.75 6715.96446 446.00 4181.67 4181.67 2976.70 6170.35 2507.28 6730.79447 447.00 4190.88 4190.88 2983.30 6183.95 2512.81 6745.61448 448.00 4200.09 4200.09 2989.90 6197.54 2518.33 6760.44449 449.00 4209.30 4209.30 2996.50 6211.14 2523.86 6775.26450 450.00 4218.51 4218.51 3003.10 6224.74 2529.39 6790.09451 451.00 4227.72 4227.72 3009.70 6238.33 2534.91 6804.91452 452.00 4236.93 4236.93 3016.30 6251.93 2540.44 6819.74453 453.00 4246.14 4246.14 3022.90 6265.53 2545.96 6834.56454 454.00 4255.35 4255.35 3029.50 6279.12 2551.49 6849.39455 455.00 4264.56 4264.56 3036.10 6292.72 2557.02 6864.21456 456.00 4273.77 4273.77 3042.70 6306.32 2562.54 6879.04457 457.00 4282.98 4282.98 3049.30 6319.91 2568.07 6893.86458 458.00 4292.19 4292.19 3055.90 6333.51 2573.60 6908.68459 459.00 4301.40 4301.40 3062.50 6347.11 2579.12 6923.51460 460.00 4310.61 4310.61 3069.10 6360.70 2584.65 6938.33461 461.00 4319.82 4319.82 3075.70 6374.30 2590.18 6953.16462 462.00 4329.04 4329.04 3082.30 6387.89 2595.70 6967.98463 463.00 4338.25 4338.25 3088.90 6401.49 2601.23 6982.81464 464.00 4347.46 4347.46 3095.50 6415.09 2606.75 6997.63465 465.00 4356.67 4356.67 3102.10 6428.68 2612.28 7012.46466 466.00 4365.88 4365.88 3108.70 6442.28 2617.81 7027.28467 467.00 4375.09 4375.09 3115.30 6455.88 2623.33 7042.11468 468.00 4384.30 4384.30 3121.90 6469.47 2628.86 7056.93469 469.00 4393.51 4393.51 3128.50 6483.07 2634.39 7071.75470 470.00 4402.72 4402.72 3135.10 6496.67 2639.91 7086.58471 471.00 4411.93 4411.93 3141.70 6510.26 2645.44 7101.40472 472.00 4421.14 4421.14 3148.30 6523.86 2650.96 7116.23473 473.00 4430.35 4430.35 3154.90 6537.46 2656.49 7131.05474 474.00 4439.56 4439.56 3161.50 6551.05 2662.02 7145.88475 475.00 4448.77 4448.77 3168.10 6564.65 2667.54 7160.70476 476.00 4457.98 4457.98 3174.70 6578.25 2673.07 7175.53477 477.00 4467.19 4467.19 3181.30 6591.84 2678.60 7190.35478 478.00 4476.40 4476.40 3187.90 6605.44 2684.12 7205.18479 479.00 4485.61 4485.61 3194.50 6619.04 2689.65 7220.00480 480.00 4494.82 4494.82 3201.10 6632.63 2695.18 7234.82481 481.00 4504.04 4504.04 3207.70 6646.23 2700.70 7249.65

482 482.00 4513.25 4513.25 3214.30 6659.82 2706.23 7264.47483 483.00 4522.46 4522.46 3220.90 6673.42 2711.75 7279.30484 484.00 4531.67 4531.67 3227.50 6687.02 2717.28 7294.12485 485.00 4540.88 4540.88 3234.10 6700.61 2722.81 7308.95486 486.00 4550.09 4550.09 3240.70 6714.21 2728.33 7323.77487 487.00 4559.30 4559.30 3247.30 6727.81 2733.86 7338.60488 488.00 4568.51 4568.51 3253.90 6741.40 2739.39 7353.42489 489.00 4577.72 4577.72 3260.50 6755.00 2744.91 7368.25490 490.00 4586.93 4586.93 3267.10 6768.60 2750.44 7383.07491 491.00 4596.14 4596.14 3273.70 6782.19 2755.96 7397.89492 492.00 4605.35 4605.35 3280.30 6795.79 2761.49 7412.72493 493.00 4614.56 4614.56 3286.90 6809.39 2767.02 7427.54494 494.00 4623.77 4623.77 3293.50 6822.98 2772.54 7442.37495 495.00 4632.98 4632.98 3300.10 6836.58 2778.07 7457.19496 496.00 4642.19 4642.19 3306.70 6850.18 2783.60 7472.02497 497.00 4651.40 4651.40 3313.30 6863.77 2789.12 7486.84498 498.00 4660.61 4660.61 3319.90 6877.37 2794.65 7501.67499 499.00 4669.82 4669.82 3326.50 6890.96 2800.18 7516.49500 500.00 4679.04 4679.04 3333.10 6904.56 2805.70 7531.32501 501.00 4688.25 4688.25 3339.70 6918.16 2811.23 7546.14502 502.00 4697.46 4697.46 3346.30 6931.75 2816.75 7560.96503 503.00 4706.67 4706.67 3352.90 6945.35 2822.28 7575.79504 504.00 4715.88 4715.88 3359.50 6958.95 2827.81 7590.61505 505.00 4725.09 4725.09 3366.10 6972.54 2833.33 7605.44506 506.00 4734.30 4734.30 3372.70 6986.14 2838.86 7620.26507 507.00 4743.51 4743.51 3379.30 6999.74 2844.39 7635.09508 508.00 4752.72 4752.72 3385.90 7013.33 2849.91 7649.91509 509.00 4761.93 4761.93 3392.50 7026.93 2855.44 7664.74510 510.00 4771.14 4771.14 3399.10 7040.53 2860.96 7679.56511 511.00 4780.35 4780.35 3405.70 7054.12 2866.49 7694.39512 512.00 4789.56 4789.56 3412.30 7067.72 2872.02 7709.21513 513.00 4798.77 4798.77 3418.90 7081.32 2877.54 7724.04514 514.00 4807.98 4807.98 3425.50 7094.91 2883.07 7738.86515 515.00 4817.19 4817.19 3432.10 7108.51 2888.60 7753.68

HIRE CHARGES OF MACHINERYTotal Per

a) 456.20 280.70 140.40 877.30 Hour

b) 519.70 322.20 153.10 995.00 Hour

c) 411.00 280.70 140.40 832.10 Hour

d) 424.50 239.10 117.00 780.60 Hour

e) 422.80 280.70 140.40 843.90 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 14.00%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. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00

Rate for 5.00 Cum Rs. 131.60Rate for 1.00 Cum Rs. 26.32

0.14 26.32 Rs. 3.68

Total rate for 1.00 Cum Rs. 30.00




0.14 36.85 Hour Rs. 5.16





0.14 49.13 Hour Rs. 6.88



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

Hrs. crew charges of Tipper 5.00 Cum @ Rs.

add overheads and contractors profit at 14% on Rs.







0.14 59.66 Hour Rs. 8.35





0.14 70.18 Hour Rs. 9.83


6 Lead for every Km from 5 to 30 Km:Out put = 5.00 Cum Rate Per Amount



0.14 10.53 Hour Rs. 1.47


7 Lead for every Km beyond 30 Km:Out put = 5.00 Cum Rate Per Amount



0.14 8.77 Rs. 1.23


B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):




0.14 26.32 Rs. 3.68















0.14 36.85 Hour Rs. 5.16





0.14 49.13 Hour Rs. 6.88





0.14 59.66 Hour Rs. 8.35





0.14 70.18 Hour Rs. 9.83





0.14 10.53 Hour Rs. 1.47






Hrs. crew charges of Tipper 5.00 Cum @









0.14 8.77 Rs. 1.23


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. 131.60Rate for 1.00 MT Rs. 16.45

0.14 16.45 Rs. 2.30

Total rate for 1.00 MT Rs. 18.75




0.14 23.03 Hour Rs. 3.22





0.14 30.71 Hour Rs. 4.30














0.14 37.29 Hour Rs. 5.22





0.14 43.87 Hour Rs. 6.14


6 Lead for every Km from 5 to 30 Km:Out put = 8.00 MT Rate Per Amount



0.14 6.58 Hour Rs. 0.92


7 Lead for every Km beyond 30 Km:Out put = 8.00 MT Rate Per Amount



0.14 5.48 Rs. 0.77


D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum):




0.14 38.71 Rs. 5.42















0.14 54.19 Hour Rs. 7.59





0.14 72.25 Hour Rs. 10.12





0.14 87.73 Hour Rs. 12.28





0.14 103.21 Hour Rs. 14.45





0.14 15.48 Hour Rs. 2.17



0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.02











0.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00Rate for 3.40 Cum Rs. 43.87Rate for 1.00 Cum Rs. 12.9

0.14 12.90 Rs. 1.81


E) For Water (per 1000 Ltrs):1 Lead up to 1 Km:

Out put = 8000 Ltrs Rate Per Amount0.15 411.00 Hour Rs. 61.65

0.15 280.70 Hour Rs. 42.11

0.15 140.40 Hour Rs. 21.06

0.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00Rate for 8000 Ltrs Rs. 124.82Rate for 1000 Ltrs Rs. 15.60

0.14 15.60 Rs. 2.18

Total rate for 1000 Ltrs Rs. 17.80

2 Lead up to 2 Km:Out put = 8000 Ltrs Rate Per Amount

0.21 411.00 Hour Rs. 86.31

0.21 280.70 Hour Rs. 58.95

0.21 140.40 Hour Rs. 29.48


0.14 21.84 Rs. 3.06



0.28 411.00 Hour Rs. 115.08

0.28 280.70 Hour Rs. 78.60

0.28 140.40 Hour Rs. 39.31


0.14 29.12 Rs. 4.08



0.34 411.00 Hour Rs. 139.74


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.











0.34 280.70 Hour Rs. 95.44

0.34 140.40 Hour Rs. 47.74


0.14 35.37 Rs. 4.95



0.40 411.00 Hour Rs. 164.40

0.40 280.70 Hour Rs. 112.28

0.40 140.40 Hour Rs. 56.16


0.14 41.61 Rs. 5.83


6 Lead for every Km from 5 to 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.06 411.00 Hour Rs. 24.66

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42


0.14 6.24 Rs. 0.87


7 Lead for every Km beyond 30 Km:Out put = 8000 Ltrs Rate Per Amount

0.05 411.00 Hour Rs. 20.55

0.05 280.70 Hour Rs. 14.04

0.05 140.40 Hour Rs. 7.02


0.14 5.20 Rs. 0.73


F) For Bricks (per 1000 Nos):1 Lead up to 1 Km:
















Out put = 3000 Nos Rate Per Amount0.15 424.50 Hour Rs. 63.68

0.15 239.10 Hour Rs. 35.87

0.15 117.00 Hour Rs. 17.55

0.00 add area allowance at 0% on Rs. 17.55 Rs. 0.00Rate for 3000 Nos Rs. 117.10Rate for 1000 Nos Rs. 39.03

0.14 39.03 Rs. 5.46

Total rate for 1000 Nos Rs. 48.10

2 Lead up to 2 Km:Out put = 3000 Nos Rate Per Amount

0.21 424.50 Hour Rs. 89.15

0.21 239.10 Hour Rs. 50.21

0.21 117.00 Hour Rs. 24.57


0.14 54.64 Rs. 7.65



0.28 424.50 Hour Rs. 118.86

0.28 239.10 Hour Rs. 66.95

0.28 117.00 Hour Rs. 32.76


0.14 72.86 Rs. 10.20



0.34 424.50 Hour Rs. 144.33

0.34 239.10 Hour Rs. 81.29

0.34 117.00 Hour Rs. 39.78


0.14 88.47 Rs. 12.39


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.















0.40 424.50 Hour Rs. 169.80

0.40 239.10 Hour Rs. 95.64

0.40 117.00 Hour Rs. 46.80


0.14 104.08 Rs. 14.57


6 Lead for every Km beyond 5 Kms up to 30 Kms:Out put = 3000 Nos Rate Per Amount

0.06 424.50 Hour Rs. 25.47

0.06 239.10 Hour Rs. 14.35

0.06 117.00 Hour Rs. 7.02


0.14 15.61 Rs. 2.19


7 Lead for every Km beyond 30 Kms:Out put = 3000 Nos Rate Per Amount

0.05 424.50 Hour Rs. 21.23

0.05 239.10 Hour Rs. 11.96

0.05 117.00 Hour Rs. 5.85


0.14 13.01 Rs. 1.82


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 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75

Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00

Total labour charges Rs. 77.20Rate for 5.50 Cum Rs. 77.20













LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS)

Rate for 1.00 Cum Rs. 14.040.14 14.04 Rs. 1.97


(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount



Total labour charges Rs. 38.61Rate for 5.50 Cum Rs. 38.61Rate for 1.00 Cum Rs. 7.02

0.14 7.02 Rs. 0.98


B)





0.14 28.07 Rs. 3.93






0.14 14.04 Rs. 1.97


C) For Cement (per Tonne):

(i) Loading charges:Out put = 10.00 MT Rate Per Amount



Total labour charges Rs. 463.20Rate for 10.00 MT Rs. 463.20



For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum):



Rate for 1.00 MT Rs. 46.320.14 46.32 Rs. 6.48


(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount



Total labour charges Rs. 463.20Rate for 10.00 MT Rs. 463.20Rate for 1.00 MT Rs. 46.32

0.14 46.32 Rs. 6.48


D) For Structural steel, Steel bars (per Tonne):





0.14 55.52 Rs. 7.77






0.14 55.52 Rs. 7.77


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. 77.20Rate for 2000 Nos Rs. 77.20Rate for 1000 Nos Rs. 38.60





0.14 38.60 Rs. 5.40


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount



Total labour charges Rs. 77.20Rate for 2000 Nos Rs. 77.20Rate for 1000 Nos Rs. 38.60

0.14 38.60 Rs. 5.40






Total labour charges Rs. 77.20b) Machinery:

0.50 424.50 Hour Rs. 212.25

0.50 239.10 Hour Rs. 119.55

0.50 117.00 Hour Rs. 58.50

0.00 add area allowance at 0% on Rs. 58.50 Rs. 0.00Total machinery charges Rs. 390.30Total labour and machinery charges Rs. 467.50Rate for 5.50 Cum Rs. 467.50Rate for 1.00 Cum Rs. 85

0.14 85.00 Rs. 11.90






0.166 424.50 Hour Rs. 70.47

0.166 239.10 Hour Rs. 39.69



LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)







0.166 117.00 Hour Rs. 19.42

0.00 add area allowance at 0% on Rs. 19.42 Rs. 0.00Total machinery charges Rs. 129.58Total labour and machinery charges Rs. 168.19Rate for 5.50 Cum Rs. 168.19Rate for 1.00 Cum Rs. 30.58

0.14 30.58 Rs. 4.28


B)





0.50 424.50 Hour Rs. 212.25

0.50 239.10 Hour Rs. 119.55

0.50 117.00 Hour Rs. 58.50


0.14 99.04 Rs. 13.87






0.25 424.50 Hour Rs. 106.13

0.25 239.10 Hour Rs. 59.78

0.25 117.00 Hour Rs. 29.25


0.14 49.52 Rs. 6.93



For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):










C) For Cement (per Tonne):





1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00

0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1243.80Rate for 10.00 MT Rs. 1243.80Rate for 1.00 MT Rs. 124.38

0.14 124.38 Rs. 17.41






1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 133.58 Rs. 18.70


D) For Structural steel, Steel bars (per Tonne):













1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 133.58 Rs. 18.70






1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00


0.14 133.58 Rs. 18.70


E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):

(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount




0.33 424.50 Hour Rs. 140.09

0.33 239.10 Hour Rs. 78.90

0.33 117.00 Hour Rs. 38.61

0.00 add area allowance at 0% on Rs. 38.61 Rs. 0.00












Total machinery charges Rs. 257.60Total labour and machinery charges Rs. 334.80Rate for 2000 Nos Rs. 334.80Rate for 1000 Nos Rs. 167.40

0.14 167.40 Rs. 23.44


(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount




1.00 424.50 Hour Rs. 424.50

1.00 239.10 Hour Rs. 239.10

1.00 117.00 Hour Rs. 117.00

0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1243.80Rate for 2000 Nos Rs. 1243.80Rate for 1000 Nos Rs. 621.9

0.14 621.90 Rs. 87.07




a) Machinery:0.11 519.70 Hour Rs. 57.17

0.11 322.20 Hour Rs. 35.44

0.11 153.10 Hour Rs. 16.84

0.06 422.80 Hour Rs. 25.37

0.06 280.70 Hour Rs. 16.84

0.06 140.40 Hour Rs. 8.42

0.00 add area allowance at 0% on Rs. 25.26 Rs. 0.00Total machinery charges Rs. 160.08Rate for 5.50 Cum Rs. 160.08Rate for 1.00 Cum Rs. 29.11

0.14 29.11 Rs. 4.08







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.

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.




0.08 322.20 Hour Rs. 25.78

0.08 153.10 Hour Rs. 12.25


0.14 14.47 Rs. 2.03


B)



0.17 322.20 Hour Rs. 54.77

0.17 153.10 Hour Rs. 26.03

0.12 422.80 Hour Rs. 50.74

0.12 280.70 Hour Rs. 33.68

0.12 140.40 Hour Rs. 16.85


0.14 49.17 Rs. 6.88






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.


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