detailed estimateiietraining.org/upload/tender/meghalaya_cfc_estimates28.pdf · 3/2.1 plain cement...

DETAILED ESTIMATE

Project:-

Proposed Construction of Assam Type Building of Cane and Bamboo Cluster Nonipara, Selsella, West Garo Hills, Meghalaya.

(As per the Schedule of Rates PWD Building for the Year 2015-16)

ITEM NO

ITEM DESCRIPTION

Unit Nos. MEASUREMENT

Quantity Rate Amount Length Breadth Depth

1/1.1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation trenches of foundations, footing of column / walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.

(a) In ordinary soil

Isolated footing -F1

Cu.m 1 x 14 x 0.750 x 0.750 x

1.000 = 7.875

Plinth Wall trenches

Cu.m 1 x 8 x 3.600 x 0.500 x

0.450 = 6.480

G/Total Quantity Cu.m = 14.355

/ m3 =

2/4.1 Providing brick soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(c) Stone soling of thickness 100mm

Isolated footing

F1 Sq.m 1 x 14 x 0.750 x 0.750 = 7.875

Sq.m 1 x 1 x 16.000 x 12.000 = 192.000

G/Total Quantity Sq.m = 199.875

/ m2 =

3/2.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick work etc, as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately.

(a) In prop. 1:3:6 (1

cement:3 coarse

sand:6 coarse agg.

By volumn (using

mixture machine)

Isolated Footing - F1

Cu.m 1 x 14 x 0.750 x 0.750 x

0.100 = 0.788

Plinth wall trenches

Cu.m 1 x 8 x 3.600 x 0.500 x

0.100 = 1.440


/ m3 =

4/ 2.8

Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, conforming to relevent I.S. Code for RCC work.RB walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc and no measurements for the same is required)

(a) (i) TMT Corrosion resistant steel

Isolated Footing F1 10mm dia @100mm c/c bothways

Kg 14

x 16 x 0.750 x 0.620 = 104.160

Columns upto Plinth tie top

C1 12 mm dia Kg 14 x 4 x 2.100 x 0.890 = 104.664

Stirrups 8 mm dia Kg 14 x 10 x 0.750 x 0.390 = 40.950

Plinth tie 10 mm dia Kg 2 x 4 x 16.000 x 0.620 = 79.360

Extra bottom bar 10 mm dia Kg 2 x 4 x 12.000 x 0.620 = 59.520



Lintel 10 mm dia Kg 2 x 100 x 0.900 x 0.620 = 111.600

Kg 2 x 80 x 0.900 x 0.620 = 89.280



Post plate tie 10 mm dia Kg 2 x 100 x 0.900 x 0.620 = 111.600

Kg 2 x 80 x 0.900 x 0.620 = 89.280



Column - upto First floor level

C1 - 12 mm dia Kg

14 x 4 x 3.600 x 0.890 = 179.424


G/Total Quantity Kg = 1447.198

Total

Quantity Qtl = 14.472

/ Qtl =

5/2.10 Providing formwork of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish including centering, shuttering, strutting and propping etc. for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4.0 M as specified for the following items:

(a) Foundation, footings, bases of columns, pile cap, raft and mess concrete works etc.

Isolated footings - F1

Sq.m

1

4 x 4 x 0.75 x 0.10 = 4.200

Sq.m

1

4 x 4

x 0.75

x 0.20

= 8.400

Column upto plinth level - C1

Sq.m

1

4 x 4 x 0.20 x 0.05 = 0.560

G/Total Quantity Sq.m

= 13.160

/ m2 =

(b) Sides of tie beams, grade beams etc. at or below ground level requiring formwork at sides only.

Plinth beam Sq.m 1 x 2 x 15.00 x 0.20 = 6.000

Plinth beam Sq.m 1 x 2 x 11.20 x 0.20 = 4.480


/ m2 =

(c) Columns, pillars, posts, struts, etc.

(i) Square, Rectangualr, etc.

(0.20 x 0.20) - C1 Sq.m

14 x 4 x 0.20 x 3.60 = 40.320


/ m2 =

(d) Sides and soffits of beams haunchings lintels, cantilevel etc.

(i) For depth not exceeding 1.0m.

Lintel Sq.m 2 x 2 x 15.00 x 0.15 = 9.000

Lintel Sq.m 2 x 2 x 11.20 x 0.15 = 6.720

Post plate tie Sq.m 2 x 2 x 15.00 x 0.15 = 9.000

2 x 2 x 11.20 x 0.15 = 6.720


/ m2 =

6/2.5.1

In Foundation and sub-structure including footing, columns with base, tie and plinth beam, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level

( b) M20 or Prop. 1:1.5:3

Isolated footings - F1

Cu.m

14

x 1 x 0.750 x 0.750 x 0.20

0 = 1.575

Trapezoidal portion

Cu.m

14

x 1 x (0.75x0.75)/2+(0.20x0.20)/2 x 0.20

0 = 0.844

Columns upto plinth level

(0.20 x 0.20) Cu.m 1 x 14 x 0.200 x 0.200 x

1.050 = 0.588

Plinth beam Cu.m 1 x 2 x 15.000 x 0.250 x

0.200 = 1.500

Plinth beam Cu.m 1 x 2 x 11.200 x 0.250 x

0.200 = 1.120


/ m3 =

7/4.3 Brick work in cement mortar with 1st class brick including racking out joists and curing complete in sub-structure upto plinth level etc.

(c) In prop. 1:5

Plinth Wall

Cu.m

14 x 1 x 3.600 x 0.250 x

0.450 = 5.670


/ m3 =

8/1.4.1

Earth work in filling in plinth laying not exceeding 150 mm thick

(a) With earth/stone dust obtained by carriage up to 8 Km.

Floor:

Cu.m 1 x 1 x 16.000 x 12.000 x

0.450 = 86.400


/ m3 =

9/3.4 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of neat cement finish i/c curing etc. complete as directed.

Floor:

Sq.m 1 x 1 x 16.000 x 12.000 = 192.000


/ m2 =

10/2.5.3 In columns, pillars, post, struts, suspended floor, landing shelf and support, balcony, etc.

(b) M20 or Prop. 1:1.5:3

Columns upto floor level

Column C1 Cu.m

1 x 14 x 0.200 x 0.200 x 3.60

0 = 2.016

Floor Beam:

Lintel Cu.m

1 x 2 x 15.000 x 0.125 x 0.12

5 = 0.469

Lintel Cu.m

1 x 2 x 11.200 x 0.125 x 0.12

5 = 0.350

Post plate tie Cu.m

1 x 2 x 15.000 x 0.150 x 0.15

0 = 0.675

Post plate tie Cu.m

1 x 2 x 11.200 x 0.150 x 0.15

0 = 0.504

G/Total Quantity Cu.m

= 4.014

/ m3 =

11/4.4 Brick work in cement mortar with 1st class brick including racking out joists and curing complete in sper-structure above plinth level upto 1st floor level etc.

(c) In prop 1:5

Sq.m

1 x 14 x 3.800 x 3.60 = 191.520

Sq.m

2 x 1/2 x 12.000 x 2.50 = 30.000

Deduct D & W Openings (-)

D1 Sq.m

-1 x 1 x 1.400 x 2.10 = -2.940

D2 Sq.m

-1 x 1 x 1.000 x 2.10 = -2.100

D3 Sq.m

-1 x 3 x 0.800 x 2.10 = -5.040

W Sq.m

-1 x 21 x 1.200 x 1.30 = -32.760

V Sq.m

-1 x 3 x 0.600 x 0.45 = -0.810


= 177.870


177.87

0 x 0.125 = 22.234

/ m3 =

12/5.2 15 mm thick cement plaster in single coat on rough side of single half brick wall for interior plastering upto 1st floor level etc.

(c) In C.M. 1:5

Sq.m

2 x 1 x 16.000 x 3.60 = 115.200

Sq.m

2 x 1 x 12.000 x 3.60 = 86.400

Sq.m

2 x 1/2 x 12.000 x 2.50 = 30.000


D1 Sq.m

-1 x 1 x 1.400 x 2.10 = -2.940

W Sq.m

-1 x 21 x 1.200 x 1.30 = -32.760

V Sq.m

-1 x 3 x 0.600 x 0.45 = -0.810

Plinth Wall Sq.m

1 x 2 x 16.200 x 0.45 = 14.580

Sq.m

1 x 2 x 12.200 x 0.45 = 10.980


= 220.650

/ m2 =

13/3.3 40mm thick cement concrete floor consisting of 25 mm under layer of c.c. In prop. 1:3:6 and 15 mm thick wearing layer in c.c. In prop. 1:1:2 finished with a floating coat of neat cement finish using cement slurry for bond @ 2.75 kg. Per square metre of floor area, wearing layer is to be laid in panels i/c curing etc. complete as directed.

Sq.m

1 x 1 x 16.000 x 12.00 = 192.000


= 192.000

/ m2 =

14/8.2

Providing wood work in frame (chowkats) of doors, winodws, c/windows and other similar work etc.

(a) Salwood

D1 M 1 x (

2.10 x 2 ) +

1.40 )=

5.60

D2 M 1 x (

2.10 x 2 ) +

1.00 )=

5.20

D3 M 1 x (

2.10 x 2 ) +

0.80 )=

5.00

Total Quantity = 15.80


15.8

0 x 0.08 x 0.100 = 0.1264

/ m3 =

15/8.19

Providing, fitting and fixing full panelled doors/windows including oxidised M.S. butt hinges etc.

(a) With teak wood/Sissu wood (i) 35 mm thick

D1 Sq.m

1 x 1 x 1.40 x 2.10 = 2.940

D2 Sq.m

1 x 1 x 1.00 x 2.10 = 2.100

D3 Sq.m

1 x 1 x 0.80 x 2.10 = 1.680


= 6.720

/ m2 =

16/3.43

Providing Antiskid Tiles of approved quality size shape not less than 8 mm on floor skirting etc.

3.43.1 Ceramic Antiskid range.

(b) Premium Range

W.C. Sq.m

1 x 1 x 1.50 x 1.50 = 2.250

W.C. Sq.m

1 x 1 x 1.20 x 1.50 = 1.800

W.C. Sq.m

1 x 1 x 1.30 x 1.50 = 1.950

Skirting Sq.m

1 x 2 ( 1.50 + 1.500 ) x

0.20 = 1.200

Skirting Sq.m

1 x 2 ( 1.20 + 1.500 ) x

0.20 = 1.080

Skirting Sq.m

1 x 2 ( 1.30 + 1.500 ) x

0.20 = 1.120

Deduct Doors Openings (-)

D3 Sq.m

1 x 3 x 0.80 x 0.20 = -0.480


= 8.920

/ m2 =

17/3.26

Providing polished ceramic walls tiles of Somany/Rrient/Nitco etc.

3.26.1 Exectuvie Range - 1 (Size

200 mm x 300 mm above)

(b) Premium Range

WC Sq.m

1 x 2 ( 1.50 + 1.500 ) x

1.00 = 6.000

WC Sq.m

1 x 2 ( 1.20 + 1.500 ) x

1.00 = 5.400

WC Sq.m

1 x 2 ( 1.30 + 1.500 ) x

1.00 = 5.600

Deduct Doors Openings (-)

D3 Sq.m

1 x 3 x 0.80 x 2.10 = -5.040


= 11.960

/ m2 =

18/15.61 Applying priming coat over new wood and wood based/surfaces over 100 mm in girth/width etc.

(a) With ready mixed paint, wood primer (Pink/White)

D1 Sq.m

1 x 1.40 x 2.10 x 2.60 = 7.644

D2 Sq.m

1 x 1.00 x 2.10 x 2.60 = 5.460

D3 Sq.m

3 x 0.80 x 2.10 x 2.60 = 13.104


= 26.208

/ m2 =

19/15.63 Painting two coats (excluding/priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian Paint/Berger Paint etc.)


Qty. B.F. Item No. 18/15.61

= 26.208

/ m2 =

20/15.18 Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on new wall surface to give an even shade, over and after thoroughly brushing the surface free from mortar droppings and other foreign matter and i/c preparing surface even and sand papered smooth.

Interior Wall

Sq.m

1 x 2 ( 16.0

0 + 12.000

) x

3.60 = 201.600

WC Sq.m

1 x 2 ( 1.50 + 1.500 ) x

3.60 = 21.600

WC Sq.m

1 x 2 ( 1.20 + 1.500 ) x

3.60 = 19.440

WC Sq.m

1 x 2 ( 1.30 + 1.500 ) x

3.60 = 20.160


D1 Sq.m

-1 x 1 x 1.400 x 2.10 = -2.940

D2 Sq.m

-1 x 1 x 1.000 x 2.10 = -2.100

D2 Sq.m

-1 x 3 x 0.800 x 2.10 = -5.040

W Sq.m

-1 x 21 x 1.200 x 1.30 = -32.760

V Sq.m

-1 x 3 x 0.600 x 0.45 = -0.810


= 219.150

/ m2 =

21/15.28 Applying one coat of cement primer of approved brand and manufacture on new wall surface after thoroughly brooming the surfaces free from mortar droppings and other foreign matter and i/c preparing the surface even and sand papered smooth.

Exterior Wall

Sq.m

1 x 1 x 16.00 x 3.60 = 57.600

Sq.m

1 x 1 x 12.00 x 3.60 = 43.200

Sq.m

2 x 1/2 x 12.00 x 2.50 = 30.000

Sq.m

1 x 1 x 6.90 x 3.60 = 24.840

Sq.m

1 x 1 x 6.30 x 3.60 = 22.680


D1 Sq.m

-1 x 1 x 1.400 x 2.10 = -2.940

W Sq.m

-1 x 21 x 1.200 x 1.30 = -32.760

V Sq.m

-1 x 3 x 0.600 x 0.45 = -0.810


= 141.810

/ m2 =

22/15.29 Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall etc.



= 141.810

/ m2 =

23/11.1 Providing, fitting and fixing steel windows/ventilators (openable) of standard rolled steel sections as per relevant I.S Code-1038 joints mitred and welded with 15mm x 3mmx100mm lugs embedded in cement concrete block of M-10 grade i/c providing and fixing of projecting hinges etc.

W Sq.m

1 x 21 x 1.20 x 1.30 = 32.760

V Sq.m

1 x 3 x 0.60 x 0.45 = 0.810


= 33.570

/ m2 =

24/15.69 Painting two coats (excluding/priming coat) on new steel with enamel paint of approved brand and manufacture (Asian paint/Berger paint/ICI paint etc)

(a) Surfaces over 100mm in width or girth

(i) General purpose (Asian paint/Berger paint etc.)



= 33.570

/ m2 =

25/17.4 Providing fitting, fixing and fixing of roof trusses i/c fabricated using iron hollow section conforming to relevant I.C code as per approved design and drawings i/c providing M.S. Cleats, base plates, bolts and nuts and one coat of red oxide zinc chormate primer and two coats of approved anemel paints complete i/c fitting necessary cleats etc. for fixing ceiling joist as per design and drawings as directed.

Using TATA make Circuler Hollow section of Grade YST-310 conforming to IS Specification : 1161-1998

Collar Tie 60.30 mm x 4.50 mm (Heavy)

Kg 1 x 5 x 12.00 x 6.17 x = 370.200

Principal Rafter Kg 2 x 5 x 7.00 x 6.17 x = 431.900

King Post Kg 1 x 5 x 2.50 x 6.17 x = 77.125

Strut 42.40 mm x 4.05 mm (Heavy)

Kg 2 x 5 x 2.50 x 3.84 x = 96.000

Kg 2 x 5 x 1.70 x 3.84 x = 65.280

Kg 2 x 5 x 1.90 x 3.84 x = 72.960

Kg 2 x 5 x 1.10 x 3.84 x = 42.240

Kg 2 x 5 x 0.70 x 3.84 x = 26.880

Kg 2 x 5 x 0.80 x 3.84 x = 30.720

Kg 2 x 5 x 0.50 x 3.84 x = 19.200

Kg 2 x 5 x 0.30 x 3.60 x = 10.800

Purlin 48.30mm x 4.05mm (Heavy)

Kg 2 x 6 x 17.00 x 4.43 x = 903.720

G/Total Quantity Kg = 2147.02

5

Qtl = 21.470

/ Qtl =

26/7.35 Providing pre-painted galvanised Iron sheet roofing (PPGI) (Dyna Roof/Shathyam etc).

(e) 60 mm thick

Sq.m

1 x 2 x 17.00 x 7.00 = 238.000


= 238.000

/ m2 =

G/Total Amount

Add 8.5% Electrification on Total Amount

Add 7.5% Sanitary Installation and Water Supply on Total Amount

N/Total Amount

SAY

(Rupees ………………………………………………………………………………….) only.

detailed estimateiietraining.org/upload/tender/meghalaya_cfc_estimates28.pdf · 3/2.1 plain cement...

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