Const of Primary School Room in Various Village of Mangrol taluka Dist. Surat total 7 Class Room. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM-1 AT KHAREDA VILLAGE, TA:MANGROL, DIST: SURAT. 2. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM NO.2 AT KHAREDA PATVILLAGE, TA:MANGROL, DIST: SURAT. 3. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM AT HATHODA VILLAGE, TA:MANGROL, DIST: SURAT.4. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM AT VANSOLI VILLAGE, TA:MANGROL, DIST: SURAT. 5. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM AT VAD VILLAGE, TA:MANGROL, DIST: SURAT. 6. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM AT SURALI VILLAGE, TA:MANGROL, DIST: SURAT. 7. PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM AT GHUNTI VILLAGE, TA:MANGROL, DIST: SURAT.

Name of Work:- ન્યુ ગુજરાત પેટર્

Dist. Surat total 7 Class Room.[1]PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM-1 AT KHAREDA

VILLAGE, TA:MANGROL, DIST: SURAT.[2]PROPOSED CONSTRUCTION OF PRIMARY SCHOOL ROOM NO.2 AT

KHAREDA PAT VILLAGE, TA:MANGROL, DIST: SURAT.[3]PROPOSED CONSTRUCTION OF PRIMARY SCHOOL

ROOM AT HATHODA VILLAGE, TA:MANGROL, DIST: SURAT.[4]PROPOSED CONSTRUCTION OF PRIMARY

SCHOOL ROOM AT VANSOLI VILLAGE, TA:MANGROL, DIST: SURAT.[5]PROPOSED CONSTRUCTION OF

PRIMARY SCHOOL ROOM AT VAD VILLAGE, TA:MANGROL, DIST: SURAT.[6]PROPOSED CONSTRUCTION OF

PRIMARY SCHOOL ROOM AT SURALI VILLAGE, TA:MANGROL, DIST: SURAT.[7]PROPOSED CONSTRUCTION

OF PRIMARY SCHOOL ROOM AT GHUNTI VILLAGE, TA:MANGROL, DIST: SURAT.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 367.50 Cum. 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

2 Excavation for foundation upto 1.5 m to 3.0 m 213.50 Cum. 136.47

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A) Loose

3 Filling available excavated earth (excluding rock 476.00 Cum. 136.91

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

4 Providing & filling in plinth with murrum or yellow 199.50 Cum. 301.77

soil or selected soil in layers of 20 cm.

Thickness. Incl. watering, ramming &

consolidation etc. complete.

5 Filling in plinth with sand under floors 66.50 Cum. 481.80

including watering ramming, consolidating and

dressing complete

6 Providing and laying cement concrete 1:2:4 (1- 108.50 Cum. 3923.85

Cement : 2- coarse sand : 4- hand Machine

crushed stone aggregates 40 mmnominal size)

and curing complete including cost of formwork

7 Providing and laying controlled cement concrete 66.50 Cum. 4864.37

M.200 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) Footing

8 Providing and laying cement concrete M.200 42.00 Cum. 8561.77

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 Plinth

9 Providing and laying cement concrete M.200 7.00 Cum. 8602.72

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 cement concrete M.200 63.00 Cum. 6321.59

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

11 Providing and laying cement concrete M.200 52.50 Cum. 6267.05

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

12 Providing and laying cement concrete M.200 7.00 Cum. 6897.29

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

13 Providing and laying cement concrete M.200 3.50 Cum. 5865.08

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

14 Providing and laying cement concrete M.200 7.00 Cum. 6886.18

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 fixing TMT bars Fe-500D steel 30907.87 kg 77.33

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

16 Brick work using common burnt clay building 31.50 Cum. 4214.32

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)

17 Brick work using common brunt clay building 185.50 Cum. 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

18 Brick work using common brunt clay building 45.50 Cum. 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

19 Providing 15mm thick cement plaster in single 966.00 Sqmt 161.19

coat 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

20 Providing 15mm thick cement plaster in single 196.00 Sqmt 185.75

coat 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

21 Providing & laying10 mm. thick cement plaster 413.00 Sqmt 147.07

in 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

22 20 mm thick sand faced cement plaster with on 717.50 Sqmt 315.68

wall upto all height above ground level consisting

12 mm thick backing coat of c.m. 1:3 (1 cement :

3 sand ) and 8 mm thick finishing coat of cm 1:1

(1 cement : 1 sand) etc. complete.all height etc.

23 Providing throating or plaster drip and moulding 84.00 rmt 44.27

to R.C.C. Chhajja.

24 Providing and laying polished Granite Slab 28.00 Sqmt 2377.54

18mm 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.

25 Providing and laying polished Granite Slab 84.00 Sqmt 2408.85

18mm 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

26 Providing and laying Vitrified tiles 8 to 10 mm 290.85 Sqmt 1195.02

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.

27 Providing and laying Vitrified tiles 8 to 10 mm 38.50 Sqmt 1397.02

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

28 Providing and fixing 37 mm thick flush door both 21.00 Sqmt 3737.00

sides laminated andshutter fabricated from

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

29 Providing and fixing window having extruded 19.53 Sqmt 1713.69

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

to frame as per details etc complete for window

30 Providing and fixing window having extruded 294.00 kg 111.60

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

to frame as per details etc complete for window

31 Applying two coats of Birla (white cement 1575.00 Sqmt 40.59

based) 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

32 Wall painting (two coats) with plastic emulsion 1575.00 Sqmt 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.

33 Finishing wall with weather proof exterior 717.50 Sqmt 120.26

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 complete

34 Applying priming coat over new steel and other 84.00 Sqmt 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.

35 Steel work welded in built up sections, framed 3.36 Qui 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 in

36 Providing and fixing in position callapsible steel 49.00 Sqmt 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,

37 Providing and laying broken chine mosaic 413.00 Sqmt 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

38 Providing, laying and jointing in true line and 56.00 rmt 878.56

level 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.

39 Providing & Fixing Of 6'-6" x 5'-0" black Board 7.00 Nos 6565.00

As per Architect Drawing & Suggesion. with all

40 Providing & Fixing Of 6'-0" x 4'-0" x 1'-0" Stage 7.00 Nos 9595.00

make with Ms fanrication And Top Wooden

Plack 20mm thick As per Architect Drawing &

Suggesion. with all lead and lift.

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

*( 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