SCHEDULE OF QUANTITIES

Name of work:-M/o Various green area under SEZ.

SH:-Construction of Bajri path in green area at Sidharth Extension Colony.

Estt. Cost:- Rs.3,55,782/-Earnest Money: Rs.7116/-Time allowed:- 60 days.

______

S.No.Description of ItemQty. Unit Rate Amount____

  1. Surface dressing of the ground including removing vegetation and

Inequalities not exceeding 15cm deep and disposal of rubbish lead

Upto 50metre and lift upto 1.5metre. (a) All kinds of soil. 441.00 100

Sqm. Sqm.

  1. Earth work in surface excavation not exceeding 30cm. In depth but

exceeding 1.5metre in width as well as 10 Sqm. on plan including

disposal of excavated earth upto 50metre and lift upto 1.5metre

disposed soil to be leveled and neatly dressed. (a) All kind of soil. 850.00 100

Sqm. Sqm.

3.Earth work in excavation in foundation trenches or drains (not

exceeding1.5m in width or 10 Sqm. on plan) including dressing of

sides and ramming of bottoms lift upto 1.5metre including getting

out the excavated soil and disposal of surplus excavated soil as

directed within a 50 m lead.a) All kind of soil. 25.00 Cum.

Cum.

  1. Filling available excavated earth (excluding rock) in trenches plinth,

Sides of foundation etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead

upto 50 metre and lift upto 1.5metre. 5.00 Cum.

Cum.

Contd…….2…..

-: 2:- ______

S.No.Description of Item Qty. Unit Rate Amount______

  1. Providing and fixing precast machine made cement concrete kerb stone of Size

(300x300x150mm) with or without cavity on one side of kerb stone manufactured

using M-15, grade concrete using GRP moulding vibro compaction press as

to achieve smooth finished as per the sample approved by the Engineer-in-charge

including fixing with 10mm thick cement mortar 1:3( 1 cement: 3 coarse sand) at

bottom and 10mm thick for pointing all round with the cement mortar 1:3

(1 cement : 3 fine sand) including drainage opening wherever required. 420.00 Metre

Mtr.

6. Making bajri path including preparation of sub-grade supplying and laying

brick aggregate 40mm nominal size 10cm deep with blinding material consisting

of 12mm red bajri for blinding and 12mm red bajri on top consolidated with

hand roller. & complete. 378.00 Sqm.

Sqm.

  1. Providing and filling dry brick ballast 50mm nominal size in pits (0.60x0.60X0.30)

as per direction of Engineer-in-charge. 1.50 Cum.

Cum.

  1. Supplying and filling earth in layers not exceeding 20cm in depth breaking clods,

Watering and rolling each layer with wooden or steel rammer and dressing up,

Filling of ground dipressions for a lead of 16 K.M. including, excavation royality

And carriage at site etc. complete as per direction of Engineer-in-charge. 255.00 Cum.

Cum

Contd….3…

-: 3 :-

-______

S.No.Description of Item Qty. Unit Rate Amount______

  1. Providing and fixing of precast concrete reinforced bench (chair type bench with

Back rest) the bench consists of 2 Nos. L shape base support in grey cement colour

Of thickness 100mm back height –100mm and front height 450mm base width

620mm and 5 Nos reinforced concrete planks in red colour of size 1500x100x50mm

and 1 Nos reinforced concrete planks of size 1500x200x50mm manufactured by

using M-30 grade of concrete and reinforced suitably to prevent damage during

handling transportation erection and long use, All parts are jointed together with

galvanized nuts and bolts of suitable size all bolts are sealed after assembly seating

length of the bench 1500mm leading height of the bench, 450mm total height

of the bench 1000mm bench top and back planks are treated with special anti-

corrosive, water proof coating so as to make surface glazzy and water proof and

fixing as per direction of Engineer-in-charge (K.K. or equivalent make) 12 Nos. Each

  1. Providing and fixing MS Boards of size (2.15x1.50) metre compressing of 50mm

Dia. M.S. pipe, 50mm dia M. S. bend for frames 1.25mm thick M.S. Stell, M.S.

Flat ties, 25mm dia M.S. pipe to support frame with legs and angle iron (40x40x5)

mm as hold fast in bottom of legs including, cutting welding hoisting and fixing

in position and applying a coat of approved steel primer etc. complete as per

approved design. Drawing and direction of Engineer-in-charg (Payment for

excavation, C.C. Block , painting and lettering shall be paid separately). 4 Nos. Each

Contd….4…..

-: 4 :-

S.No.Description of Item Qty. Unit Rate Amount______

  1. Providing and laying in position cement concrete of specified grade excluding

the cost of centring and shuttering – all work upto plinth level. (a) 1:2:4

(1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).1.00 Cum.

Cum.

(b)1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal4.10 Cum.

Size. Cum.

(c) 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal 7.60 Cum.

size).Cum.

  1. Demolishing brick work including stacking of serviceable material and disposal

of unserviceable material within 50metre lead. (a) In Cement mortar3.00 Cum.

Cum.

13.Steel work welded in built up section/framed work including cutting hoisting,

fixing in position and applying a priming coat of approved steel, primer using

structural steel etc. as required. (a) In grating, frames, guard bars, ladders,

railings, brackets, gates & similar works. 1096.00 Kg.

Kg.

14. Centring and shuttering including strutting, propping etc. and removal of form

for foundation, footings, bases of columns etc. for mass concrete. 17.20 Sqm.

Sqm.

  1. Random rubble masonary with hard stone in foundation and plinth including

Leveling up with cement concrete 1:6:12 (1cement :6 coarse sand: 12 graded

stone aggregate 20mm nominal size ) at plinth level with cement mortar 1:6 5.00 Cum.

(1cement: 6 coarse sand). Cum.Contd…5…

-:5:-

S.No.Description of Item Qty. Unit Rate Amount______

16.Pointing on stone work with cement mortar 1:3 (1 Cement :3 fine sand).

(a) Raised and cut pointing. 15.00 Sqm.

Sqm.

17.Structural steel work in single section fixed with connecting plate including

cutting, hoisting, fixing in position and applying a priming coat of approved

steel primer all complete. 439.00 Kg.

Kg.

18.Welding by electric plant including transportation of electric welding plant

at site etc. complete. 720.00 cms

  1. length.

19.Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade.( a) Two or more coats on New Work. 54.00 Sqm.

Sqm.

b) One or more coats on old work.64.00 Sqm.

Sqm.

20.Lettering with black japan paint of approved brand and manufacture. 1610.00 Per letter

cms. Per cm.

height.

21.Raking out joints in lime or cement mortar and preparing the surface for

repainting or replastering including disposal of rubbish to the dumping

ground within 50metres lead.42.00 Sqm.

Sqm.

22.12mm Cement Plaster of mix. 1:6 (1cement : 6 fine sand).93.00 Sqm.

Sqm.

Contd….6….

-: 6:-

S.No.Description of Item Qty. Unit Rate Amount______

23. 15mm Cement Plaster on the rough side of single or half brick wall of mix. 1:6

(1 cement : 6 fine sand).51.00 Sqm.

Sqm.

24.Dismantelling steel work in built up section without dismembering and stacking

within 50 metre lead. 798.00 Kg.

Kg.

25.Re-fixing of chain link fencing/framing/M.S. grills of required pattern of existing

stone/brick masonary wall as per direction of Engineer-in-charge.52.00 Metre

Metre

26.Brick work with cement fly ash FPS bricks of class designation 75with 1:3:6

(1 cement : 3 coarse sand : 6 graded fly ash) in foundation & plinth in cement

mortar 1:6 (1 Cement : 6 coarse sand) 18.50 Cum.

Cum.

27.Extra for brick work in super structure above plinth level upto floor 2 level.14.00 Cum.

Cum.

28.Providing and laying DPC 40mm thick with Cement concrete 1:2:4 (1 Cement:

2 coarse sand : 4 graded stone aggregate. 12.5mm nominal size).2.20 Sqm.

Sqm.

29.Applying a acoat of residual petroleum bitumen of penetration 80/100 of

approved quality using 1.7Kg. per square metre on damp proof course after

cleaning the surface with brushes and finally with a piece of cloth lightly soaked

in Kerosene oil.2.20 Sqm.

Sqm.

Contd….7…….

-: 7 :-

S.No.Description of Item Qty. Unit Rate Amount______

30. Providing and laying pressed clay tiles (clay tiles as per approved pattern) 10mm

thickness and of required size approved by Engineer-in-charge in skirting risers

of steps dado over 12mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand)

and jointed with grey cement slurry @ 3.30Kg./Sqm. including pointing in white

cement mixed with pigment of matching shade complete.38.00 Sqm.

Sqm.

31.45-50mm thick rough chisel dressed kota stone flooring over 20mm average thick

base laid over with joint 5mm thick including pointing with cement mortar 1:2

(1 cement: 2 stond dust) with an admixture of pigment to match the shade of the

stone work, base cement mortar 1:4 (1 cement: 4 coarse sand).34.50 Sqm.

Sqm.

32.Colour washing such as green, blue or buff to give an even shade.

(a) New work (two or more coats) with a base coat of white washing with lime. 144.00 Sqm. Sqm.

(b) Old work (two or more coats) with lime. 492.50 Sqm.

Sqm.

33. Disposal of mulba by mechanical transport including loading and unloading

and stacking upto lead of 5.00 Km. (a) lime, moorum, building rubbish etc.36.00 Cum.

Cum..

STIPULATED METERIAL:-

1.Cement: 5.80 M.T. @ Rs.4600/- per M.T.

Executive Engineer

SWD-5/DDA.