PROPOSED CONSTRUCTION OF SCHOOL ROOMS AT KHAMBHASLA VILLAGE , TA.CHORYASI, DIST.SURAT

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth 60.50 CMT. 122.93

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (A) Loose or soft soil ( I )

To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m 34.00 CMT. 136.47

depth including sorting out and stacking of

useful materials and disposing off the excavated

stuff upto 50 Meter lead. (A) Loose or soft soil (

II ) 1.5 To 3.0 MT Depth

3 Filling available excavated earth (Including rock in 81.00 CMT. 136.91

trenches plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

4 Providing & filling in plinth with murrum or 25.00 CMT. 301.77

Thickness. Incl. watering, ramming &

consolidation etc. complete.

5 Filling in plinth with sand under floors 8.50 CMT. 481.80

including watering ramming, consolidating and

dressing complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1- 10.50 CMT. 3923.85

Cement : 2- coarse sand : 4- hand Machine crushed

stone aggregates 40 mmnominal size) and curing

complete including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete 9.00 CMT. 4494.50

M.250 and curing 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)

8 Providing and laying controlled cement concrete 2.50 CMT. 8226.45

M.250 and curing 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

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

9 Providing and laying controlled cement concrete 3.00 CMT. 8191.10

M.200 and curing 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

Ground Floor

10 Providing and laying controlled cement concrete 1.00 CMT. 8232.05

M.200 and curing 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

First Floor

11 Providing and laying controlled cement concrete 4.50 CMT. 6440.77

M.250 and curing 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

12 Providing and laying controlled cement concrete 5.50 CMT. 6406.43

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Beams,(E) Beam, Ground Floor

13 Providing and laying controlled cement concrete 6.50 CMT. 6351.89

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Slab,All Thickness (C) Slab upto Plinth and

Ground Floor

14 Providing and laying controlled cement concrete 1.00 CMT. 6758.92

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Thickness in

Walls PARDI Ground Floor

15 Providing and laying controlled cement concrete 0.50 CMT. 5949.91

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Lintel upto Ground

16 Providing and laying controlled cement concrete 1.00 CMT. 5738.82

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Chajja. Upto

Ground Floor

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

17 Providing and fixing TMT bars Fe-500D steel 4145.50 Kg . 77.34

reinforcement for R.C.C. 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).

18 Applying general insecticide pest control treatment 55.50 SMT. 91.62

to floors, cupboards etc including labour material

etc. complete. Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percent is

recommended one litre chemical emulsion dillute

19 Brick work using common brunt clay building 4.50 CMT. 4214.32

bricks having crushing strength not less than

kg/sqcm. in foundation and plinth in cement mortar

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

Conventional Ground floor upto Plinth

20 Brick work using common brunt clay building 22.50 CMT. 4503.04

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level upto

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

fine sand) etc.comp. (B) Conventional Ground

21 Brick work using common brunt clay building 5.50 CMT. 4545.16

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level upto

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

fine sand) etc.comp. (B) Conventional First Floor

22 Providing 15mm thick cement plaster in single coat 79.50 SMT. 161.19

on Rough (Similar)side of single or Full/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) Ground Floor

23 Providing 15mm thick cement plaster in single coat 23.50 SMT. 185.75

on Rough (Similar)side of single or Full/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) First Floor

24 Providing & laying10 mm. thick cement plaster in 48.50 SMT. 148.31

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1

cement : 4 sand) Ground Floor

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

25 20mm thick sand faced cement plaster on walls 127.00 SMT. 315.68

upto height 10 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) etc. complete.

Upto Ground Floor to

26 Providing throating or plaster drip and moulding to 16.00 RMT. 44.27

R.C.C. Chhajja.

27 Providing 20 mm deep finished groove in plaster 16.00 RMT. 35.35

in line and level etc. Comp. For all Floor

28 Providing and laying polished Granite Slab 18mm 5.00 SMT. 2377.54

thick in Flooring laid 20mm thick Cement Mortar

1:4 (1-Cement : 4-Coarse Sand) and jointed with

Grey Cement Slurry including full molded round

front edges , rubbing and polishing etc. complete.

29 Providing and laying polished Granite Slab 18mm 19.50 SMT. 2408.85

thick in Risers of steps Dedo, window sill, jembs

and pillars laid 10 mm thick Cement Mortar 1:4 (1-

Cement : 4-Coarse Sand) and jointed with Grey

Cement Slurry including full molded round edges

rubbing an

30 Providing and laying Double Charge Vitrified tiles 42.00 SMT. 1322.96

8 to 10 mm thick , 24'' x 24'' in flooring treads of

steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement. add

rs 200 for double charge tiles

31 Providing and laying Double Charge Vitrified tiles 3.00 SMT. 1397.02

8 to 10 mm thick , 24'' x 24'' in skrting risers of

steps and dedo on 10mm thick cement plaster 1:3

(1-cement : 3-coarse sand) and jointed with white

cement slurry add rs 200 for double charge tiles

32 Providing and fixing 37 mm thick flush door both 3.00 SMT. 3767.30

sides laminated andshutter fabricated from 35 mm

thick solid core malemine faced three layered pre

laminated flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having stamped

IS 12823 gra

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

33 Providing and fixing window having extruded 5.63 SMT. 1583.95

aluminum Colour anodized section frame main

outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt , horizontal Three track member size 92mm

x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical

member of size 92mm x 31.75mm x 1.50mm @

Wt. 1.06 Kg/mt with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @ wt.of

0.456 Kg/mt, vertical member of size 40mm x

18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm

thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame

as per details etc

34 Providing and fixing M.S. grill of required pattern 168.80 Kg. 117.16

of windows etc. with M.S.. flats at required spacing

and frame alround square or round headed bolts

and nuts or by screws.including applying a priming

coat of red lead paint and two coats of oil painting

35 Applying two coats of Birla (white cement based) 151.50 SMT. 40.59

or (acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on new

wall surface,Ceiling surface to give an even shade

including thoroughly brushing the surface free

from mortar dropping and other foreign matter and

sand papered smooth.

36 Wall painting (two coats) with plastic emulsion 151.50 SMT. 84.35

paint of approved brand and manufacture on

undecorated wall surface,Ceiling surface to give an

even shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

37 Providing & applying single coat of textured at 127.00 SMT. 546.41

external surface at all floor levels with three coats

of weather proof cement exterior paint of approved

standard brands make at outer side of the building

on RCC or Masonary walls. Rate to include for all

labour, materials, staging, scaffolding, cleaing,

curing etc. application of texture after throughly

brushing th`e surface to give an even shade free

from mortar dropping/other foreign matter etc.

complete. application of textures & paints must be

as per company's standard instructions. Texture and

charge.(It is recommended to use low voc paints

rated by IGBC),Finishing wall with weather proof

exterior emulsion paint on wall 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

38 Applying priming coat over new steel and other 12.50 SMT. 128.62

metel surface after 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 matter.

39 Steel work welded in built up sections, framed 0.98 Quintal 9108.48

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column,

tees, flats with connecting plates or angle cleats as

40 Providing and fixing in position callapsible steel 3.50 SMT. 6078.18

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonals 20 x 5 mm size with

top and bottom rails of T_rin 40x 40 x 6 mm with

38mm dia, steel pulleys complete with bolts, nuts,

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

41 Providing and laying integral cement based water 42.00 SMT. 880.72

proofing treatment including preparation of surface

as required for treatment of roofs, balconies,

terraces etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed with

proprietary water proofing compound comforming

to IS:2645 over the R.C.C. slab including cleaning

the surface before tratment.

(b) Laying cement concrete using broken

bricks/brick bats 25 mm to 100 mm size with 50%

of cement mortar 1:5 (1 Cement : 5 Coarse sand)

admixed with proprietary water proofing

compound conforming to IS:2645

,brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special

water proofing compound confirming to IS:2645 &

top smooth finished with trowel with false

chequered marking of 300 mm.size.The treatment

is carried along the vertical surface of the parapet

& other adjoining wall up to height of about

mm in a shape of quarter round vata Incl. curing

etc. Comp. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm.

'(c) The whole terrace so finished shall be flooded

with water for a minimum period of two weeks for

42 curing and for

Providing andfinallaying

test. All above chine

broken operations to be

mosaic 42.00 SMT. 779.69

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto

surface using

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

43 Providing, laying and jointing in true line and level 4.00 RMT. 878.56

110 diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing

of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

I we am / are willing to carry out the work at …................................ % above/ Below percent (

Should Be writen in figures And words) of the estimated rate mentioned above. Amount of my / our

tender works out as under.

Estimated Amount Put to tender. 11,79,554.73 Estimated Amount Put to tender.11,79,554.73

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) 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.

(2) The labour cess 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 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.

Signature of Bidder

Deputy Executive Engineer Divisional Accountant

Panchayat ( R&B) Sub Division Panchayat ( R&B) Division

CHORYASI Surat

Executive Engineer

Panchayat ( R&B) Division