New Gujarat Pattern 2025-26 Const. of Physical Infrastructure / Inter Facility at in Cricket Ground at Village Kukarmunda Ta.Kukarmunda Dist.Tapi.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 m depth 28.80 Cum. 261.81

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

2 Filling available excavated earth (excluding rock 14.40 Cum. 133.65

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

and watering)

3 Filling in foundation and plinth with murrum or 78.74 Cum. 296.29

including watering ramming and consolidating

etc. complete

4 Providing and laying cement concrete 1:2:4 (1- 14.22 Cum. 3786.47

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

5 Providing and laying controlled cement concrete 7.02 Cum. 5020.83

M.200 and curing complete the cost of formwork

but excluding reinforcement for reinforced

concrete work in (A) Foundations, footings,

Base of columns and Mass concrete. (more

than 10 ton)

6 Providing and laying controlled cement concrete 0.82 Cum. 8923.24

M-200 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

plinth level.

7 Providing and laying controlled cement concrete 10.62 Cum. 6378.59

M.200 and curing complete the cost of

formwork but excluding reinforcement for

reinforced concrete work in (D) Columns, Pillars

posts and struts, upto floor two level. (more than

8 Brick work using common burnt clay building 5.26 Cum. 4121.55

brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B)

Convention

9 Providing and laying controlled cement concrete 4.32 Cum. 8870.29

M.200 and curing complete the cost of

formwork but excluding reinforcement for

reinforced concrete work in (D) Columns, Pillars

posts and struts, upto floor two level. (more than

10 Providng TMT bars renforcement of FE 3504.74 kg 77.29

500/500D for R.C.C. work including bending

binding and placing in position complete for all

11 Brick work using common burnt clay building 34.48 Cum. 4403.40

brick having crushing strength not less than

kg/sq. cm. in super structure above plinth level

up to floor two level in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention for G.F

12 Providing 15mm thick cement plaster in single 123.42 Sqmt 222.24

coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor two

level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand)

13 Providing 20mm thick cement plaster in single 111.64 Sqmt 337.52

coat on single or half brick walls for interior

plastering upto floor two level and finished even

and smooth in (iii) Cement mortar 1:6 (1-

cement:6-sand)

14 Wall painting (two coats) with plastic emulsion 123.42 Sqmt 86.92

paint of approved brand and manufacture with

on undecorated wall surface to give an even

shade including throughly brushing the surface

free from mortar droppings and other foreign

matter and sand papered smooth along ceilings

and sloping roofs.

15 Finishing wall with water proofing cement paint 111.64 Sqmt 117.40

of on wall surface ( Two coats) to give an

approved brand manufacture and of requred

shape even shade after throughtly brushing of

loose powered materials.

16 Steel work, welded in built up sections framed 24.38 Qui 9951.07

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint.

(D) In trussses and trussed purlins, upto 25 M.

span and 15 M. ovarall height.

17 Providing corrugated G.I. sheet of class-3 168.10 Sqmt 734.19

roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

18 Providing and laying polished Kota stone slab 107.26 Sqmt 1015.82

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse sand)

or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)

laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

(A) 25mm thick

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should

Be written in figures and words) of the estimated rate mentioned above Amount of my / our

tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

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

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

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works

directed by the Engineer – In – Charge for which no extra payment shall bemade.

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

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

4 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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division