Construction of Compound Wall and Entry Gate at T.P. Scheme No. 62 (Dindoli-Bhestan-Bhedvad), Reservation Plot No. P-66 and various location in South East ((Limbayat)) zone, Surat.

Name of Work :- Construction of Compound Wall and Entry Gate at T.P. Scheme No. 62 (Dindoli-Bhestan-Bhedvad),

Reservation Plot No. P-66 and various location in South East Limbayat zone, Surat.

Sr. DTS Rate Amount

Descriptions Qty. Unit

1 1 Site Survey & demarcation of boundry line 4 LS 5000.00

2 2 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.

3 3 Excavation for foundation including sorting out and stacking

off useful materials and disposing of the excavated stuff up to

50 mt. lead and all lift, watering etc.comp.

c 3.0 to 5.0 mt. depth 30.00 C.M. 224.95

4 4 Providing and laying ordinary cement concrete 1:3:6 (1 cement

:3 coarse sand :6 graded stone aggregate 20mm nominal size)

and finishing smooth etc. complete including cost work but

excluding the cost of reinforcement forof form R.C.C. work in

A) Below Ground Beam 140.00 C.M. 3982.62

B) Coping / Wall Caps 263.00 C.M. 3982.62

5 5 Providing and laying ordinary cement concrete 1:2:4 (1 cement

:2 coarse sand :4 graded stone aggregate 20mm nominal size)

and finishing smooth etc. complete including cost of form work

but excluding the cost of reinforcement for R.C.C. work in:

A) Foundations footing base of RCC 7.00 C.M. 3637.34

1) Having cross sectional area up to 0.08 sq.mt . 6.25 C.M. 8593.80

2) Having cross sectional area more than

3) Having cross sectional area more than 0.12 sq. mt. 308.00 C.M. 6578.07

1) Having cross sectional area up to 0.08 sq.mt . 2.00 C.M. 12123.79

2) Having cross sectional area more than

3) Having cross sectional area more than 0.12 sq. mt. 350.00 C.M. 8692.87

6 6 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as per IS

456:2000 (latest revision) and as per tender specification in

all items including cost of form work and rendering but

excluding cost of reinforcement.

(A) foundation, footing, base of columns and mass concrete 7.00 C.M. 4180.62

(B) RCC Wall 70.00 C.M. 7946.64

7 7 Providing and fixing TMT (Fe-500 d ) reinforcement for R.C.C.

work including bending,binding and placing in position etc. 171000 Kg 76.21

8 8 Filling in trenches with available excavated soil incl. Watering

and consolidating etc. comp inclu. Spreading the available soil 1140.00 C.M. 130.39

as per instruction of engineer in charge etc. complete.

9 9 Providing and constructing brick work using fly ash building

bricks having crushing strength not less than 35 kg/sqcm. in

super structure in cement mortar 1:6 (1 cement :6 fine sand) etc.

10 10 Providing & Applying 10mm.th.cement plaster in single coat on

brick/concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in 6660.00 S.M. 189.79

C.M 1:3 (1 cement : 3sand)

(A) For wall and similar surfaces

11 11 20mm thick sand faced cement plaster on walls for height more

than 10 metres above ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick 6660.00 S.M. 330.88

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

12 12 Steel work welded in built up sections, framed work for M.S.

Gate including cutting, hoisting, fixing in position and applying 61190.00 KG. 90.47

a priming coat of red lead paint

13 13 Providing 20 mm Deep Finished Groove in plaster in line and

level etc. complete as directed by Engg.-in.charge.(MR) 19530.00 R.M. 50.00

14 14 Providing and fixing and fitting TATA or eqivalent make GI

barbed wire fencing with necessary barbed wire (12 x 14 guage,

weight not less than 0.14 kg/mt) pins, hooks, excluding M.S. 8810.00 KG. 125.00

angles etc. complete as engineer In charge. per relevent IS

specification & directed by

15 15 Providing and fixing hot dip concertina coil of 610mm dia

made out of 2.59mm (12SWG) hot dip galvanised (G.I coating

not less than 200 grams per sqm) thick wire having 80 nos of

spikes and 200 nosof clips made out of stainless steel (AISI

304) 1.5mm thick dia, G.I. strips 0.5mm thickness (G.I. coating

not less than 120 gms per sqm) weight of one coil should not be

less than 15kg. etc complete at the top of the compound wall

fixed with S.S. clips and binding wires wherever necessary etc

complete. (NOTE : streching lenth of one coil should not be

more than 9 meter) (MR)

16 16 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 manufacturers.

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 brushes.

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 max paint

17 17 painting two coats (excluding priming coat) on new steel and

other metal surface with synthetic enamel paint, brushing to

give an even shade including cleaning the surface of all dirt,

dust and other foreign matters.

18 18 Providing & Fixing M.S.Grills of required pattern at all level

with M.S. Flats and Bars at required spacing and frame around.

With square and round bar with round headed bolts and nuts or 3000.00 Kg 104.20

screws incl. priming coat or red lead paint etc. comp.

19 19 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage thick with nuts, bolts, washer or G.I. pins, excluding

M.S. angles etc.complete as per relevent IS specification & 6040.00 SM 311.00

directed by engineer in charge. (TATA or Jindal Make)

20 20 Hiring Of Machineries Including Disel & Driver For Earthwork

and area Cleaning on site as Directed By Engineer-In-Charge.

(Unit Rate Std. Comm. Re. No.830/2025, Dt.24/04/2025)

a) Pocklane 100.00 Hour 1400.00

b) JCB 250.00 Hour 600.00

c) Tractor 400.00 Hour 169.00

d) Truck/Dumper 500.00 Hour 360.00

21 21 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

(i) RCC work 0.00 Cum 1057.47

(i) Brick work 0.00 Cum 550.40

22 22 Coursed rubble masonry with hard stone of approved quality in

foundations and plinth in Cement Mortar 1:6 (1-Cement : 6-

coarse sand) etc. complete. 0.00 Cum 3301.47

Junior Engineer Deputy Engineer Hydraulic Engineer

Hydraulic Department Hydraulic Department Surat Municipal Corporation