CONSTRUCTION OF COMPOUND WALL FOR VARIOUS RESERVATION PLOTS AT TPS NO. 21 (SARTHANA-SIMADA) AREA IN NEW EAST ZONE(SARTHANA)

Item Description SOR 24-25 Per Amount

Demolition including stacking of serviceable materials with all

lead and lift. (i)) RCC Work

(i) RCC work 14.00 1110.75 CM

Demolition of brick work and stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift. (i) On

(ii) in cement mortar 35.00 577.92 CM

3 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles) & disposal of

the surplus excavated soil as directed within a lead of 50 M. For

following diameter of piles.

4 Excavation for foundation includ.sorting out & stacking of useful materials &

disposing of the excavated stuff upto 50 mt. Lead & all lift, watering etc.

Comp. (A) Loose or Soft soil

Executed With Mechanised Efforts / Machinaries

(1) Upto 1.5 Mt. Depth 806.00 123.13 CM

5 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded

stone agg. 40 mm nominal size) & curing comp. excl.cost of form work in (A)

Foundation and Plinth

(a)Below Beam 158.00 2769.69 CM

(a)Below Footings 7.00 2769.69 CM

6 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4 graded stone

agg. 20 mm nominal size)& curing comp. Includ.cost of form work but exclu.

Cost of reinforcement for reinforced concrete work in : (A) Foundation,

footing, Base of columns and Mass concrete.

7 Providing & laying ordinary cement con.1:2:4 (1cement:2sand:

graded stone agg. 20 mm nominal size) finishing smooth curing etc.

comp. Incld. Cost of form work but excl. Cost of reinforcement for R.C.C. Work

Up to G.L./P.L. (A) COLUMNS:

(1) Having cross section area upto 0.08 316.00 12335.51 CM

(2) Having cross section area more than 0.08 and upto 0.12 sq.mt 7.00 10658.16 CM

(1) Having cross section area upto 0.08 297.00 8593.80 CM

(2) Having cross section area more than 0.08 and upto 0.12 sq.mt 7.00 7665.60 CM

8 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 crushed stone agg.

m.m Nominal size)& curing comp. incl. cost of from work in: wall caps/

(A) COPING 52.00 4085.83 CM

9 Providing & fixing IS Mark TMT Bar FE 500D reinforcement for R.C.C. work

incl. bending, binding & placing in position etc. comp. Upto G.L./P.L.

10 Filling available excavated earth (excluding rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

11 Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks

12 Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in foundation and plinth (C)Fly Ash Bricks

13 20mm thick sand faced cement plaster on walls for height more than

metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1- sand)

Providing 20 mm deep finished groove in plaster in line and level etc.

Comp. For all Floor (M.R.)

Item Description SOR 24-25 Per Amount

15 Providing & applying two coats of weather shield max paint (3 coats may be

required in case of darker colours.)of ICI Dulux or Apex Ultima of Asian

Paint including applying exterior acrylic primer coat as per manufacturers

specification and directions in shade and colour approved by architects, on

exterior surfaces of the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects and

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt, chalk, grease,

fungi, algae and flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill up all minor

cracks and defects with white cement and sand mixture in the ratio 1:3. For

application on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using wire

Apply a liberal coat of exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of weather shield

As per Item no. 14 of plastering 10760.00 82.00 SM

16 Steel work welded in built up sections, framed work for M.S gate including

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

Gate 77.00 9108.48 QTL

17 Providing & fixing M.S.Grills of required pattern to wooden frames of

windows etc. At all floor levels with M.S. flats at required spacing &

frame around square or round bars with round headed bolts & round headed

bolts and nuts or by screws incl. Priming coat of Red lead paint etc. comp. (A)

Plain grill For all Floors

18 Providing and Fixing Hollow steel Sections Framed Work including

Cutting, Hoisting, Welding & Fixing in position Purlin, Main Chord etc. as per

Engineer- in-charge.TATA / JINDAL / ASIAN Make

19 Applying Priming coat over new steel and other metal surface after over

and including preparing the surface by throughly cleaning oil, grease dirt and

other foreign matter and scoured with brushed fine steel wool, scrapers and

sand paper with ready mixed priming

paint brushing red lead.

20 Painting two coat (excluding priming coat) on new steel and other

metal surface with synthetic enemal paint, burshing to give an even

shade including cleaning the surface of all dirt, dust and other foreign

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SIGNATURE OF CONTRACTOR SURAT MUNICIPAL CORPORATION