Construction Compound Wall At Village : Nanivahiyal Shri U.D.Savjanik and Higher Madhyamik School, Tal. Dharampur, Dist. Valsad

No. figures

1 Excavation for foundation upto 1.5 m depth including sorting out 54.500 Cum 117.07

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead. (A) Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Filling available excavated earth (Including rock in trenches plinth, 40.810 Cum 130.39

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming and watering)

3 Providing and laying cement concrete 1:2:4 (1-Cement : 2- coarse 9.640 Cum 3855.17

sand : 4- hand Machine crushed stone aggregates 40 mmnominal size)

and curing complete including cost of formwork in (A) PCC

4 Providing and laying controlled cement concrete M.250 and curing 4.060 Cum 4419.76

complete inculding the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in foundation, footings

base of column and mass concrete. (A) Footing

5 Providing and laying controlled cement concrete M.250 and curing 6.040 Cum 7963.85

complete inculding the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in All Types of Column D)

Column, Pillers, posts and struts , upto Plinth

6 Providing and laying controlled cement concrete M.250 and curing 4.980 Cum 6265.03

complete inculding the cost of formwork but Excluding the cost of the

cost of reinforcement for reinforced concrete work in Beams. (E)

Beam, upto Plinth

7 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. 1579.890 Kg 76.21

work including binding, bending and placing in position complete upto

floor two level ,Ground Floor, First Floor , Second Floor, Third Floor,

Terrace Floor (all floor).

8 Brick work using common brunt clay building bricks having crushing 46.290 Cum 4021.02

strength not less than 35 kg/sqcm. in foundation and plinth in cement

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional Ground

floor upto Plinth

9 20mm thick sand faced cement plaster on walls upto height 10 metres 474.790 Sqm 300.65

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) etc. complete. Upto Ground Floor to

10 Finishing wall with weather proof exterior emulsion paint on wall 474.790 Sqm 114.53

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete. Priming: 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

11 Providing & fixing 5 nos wire fenching G.I. Fixing on 25 X 25 X 5 MM 98.300 Sqm 348.45

ISA M.S. Section Including bolts and nuts or by screws. including

applying a priming coat of red lead paint and two coats of synthetic

enamel paint etc complete.

Sr. Rate In

Description of Item Quantity Unit Amount

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12 Applying priming coat over new steel and other metel surface after 10.720 Sqm 122.49

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

dirt and other foreign matter and scoured with brushes fine steel

wood, scrapers and sand paper with ready mixed priming paint

brushing red lead. and Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel paint, brushing,

interior to give an even shade including cleaning the surface an even

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

13 Steel work welded in built up sections, framed work including cutting, 2.140 Quint 9047.86

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

(A) In beams and joints channels angles, column, tees, flats with

connecting plates or angle cleats as in

Deputy Executive Engineer, Executive Engineer

Panchayat(R&B) Sub Dn., Panchayat (R&B) Division

Dharampur Valsad

I/We am/are willing to carry out the work at ……………………% above/below (percent should be

written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…704699.01 Put to tender Rs…704699.01

Deduct ……. % below Rs……………………..…. Add ……. % Avove ,Rs…………..….

Net , Rs. …………………….… Total , Rs. ………….…

In words ………………….……………………………. In words ………………….…………

*( please strike out whichever is not applicable)

All works shall be carried out as public works department Handbook and other specification of Division or as

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be

struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold

good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Sr. Rate In

Description of Item Quantity Unit Amount

No. figures

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

To be continued on additional sheet,if found necessary.

Executive Engineer

Signature of the contractor Panchayat (R&B) Division