Construction of CDP-5 Panchayat Ghar at Village: GOTHAVA, Ta-Visnagar, Dist-Mehsana.

Construction of CDP-5 Panchayat Ghar at Village: GOTHAVA, Ta-Visnagar, Dist-Mehsana.

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Quantities according to

Item of Work Unit

No. Estimated estimated

1 76.60 Excavation for foundation up to 1.5 M 211.60 Cmt

Depth including sorting out and

stacking of useful materials and

disposing of the excavated stuff up to

50 meter lead in Loose or Soft

2 31.20 Providing and laying cement 2728.04 Cmt

concrete1:4:8 (1 Cement : 4 coarse

sand : 8 M.C. Metal 40mm Nominal)

and curing complete excluding cost of

form work in. (A) Foundation and

3 28.80 Brick work using common burnt clay 3424.51 Cmt

building brick having crushing strength

not less than 35 kg/sq. cm. in

foundation and plinth in cement mortar

1:6 (1 Cement : 6 fine sand) in

foundation & Plinth (B) Conventional

4 108.40 Filling availabale excavated earth 136.92 Cmt

(excluding rock) in trenches plinth,

sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating

each depo sited layer by ramming and

5 24.70 Filling in plinth with sand under floors 399.94 Cmt

including watering ramming,

consolidating and dressing etc.

6 7.70 Providing and laying cement concret 4245.98 Cmt

1:1.5:3 (1 Cement : 1.5 coase sand :

graded stone aggregrate 20mm

nominal size) and curing complete

exculding cost of form work and

reinforcement for reinforced cement

concrete work in (a) Foundation

footing base of column and mass

7 2.90 Providing and laying cement concret 4662.34 Cmt

1:1.5:3 (1 Cement : 1.5 coase sand :

graded stone aggregrate 20mm

nominal size) and curing complete

including cost of formwork in (A) Wall

8 33.00 Brick work using common burnt clay 3706.17 Cmt

building brick having crushing strength

not less than 35 kg/sq. cm. in Super

structure in cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional

9 21.00 Half brick masonry in common burnt 590.24 Smt

clay building brick having crushing

strenght not less than 35 kg/sq. cm. in

cement mortar 1:4 (1 cement : 4 coarse

sand) in foundation and plinth (B)

10 3.60 Providing and laying ordinary cement 11028.20 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in Column (ii) Having corss-

sectional area more than 0.08 sq. m.

and up to 0.12 sq.m.

11 3.80 Providing and laying ordinary cement 10589.43 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) for R.C.C. Lintel

including finishing smooth with curring

etc. complete including the cost of

fromwork but excluding the cost of

12 2.20 Providing and laying cement concrete 6845.18 Cmt

work 1:1.5: 3 (1cement : 1.5 coarse

sand : 3 graded stone aggegates

m.m. nominal size) for reinforced

concrete CHAJJAS not excedding

cm.Thickness upto floor two level

inckuding finishing the exposed

Surfaces with cement mortar 1:3

(1cement : 3 fine sand ) to give a

smooth surface, centering curing

complete.excluding cost of form work

and curing complete excluding cost of

13 19.60 Providing and laying ordinary cement 8035.64 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in Beam (ii) Having corss-

sectional area more than 0.08 sq. m.

and up to 0.12 sq.m.

14 16.30 Providing and laying ordinary cement 7258.19 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in (iii) Slabs havings more

than 10 cm and up to 13 cm thickness

15 1.80 Providing and laying ordinary cement 5193.03 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and curing

complete excluding cost of formwork

and reinforcement for reinforced

concrete work in (E) Staircases

excluding landing upto floor two level

16 6889.50 Providing TMT Bar FE 550D 77.29 Kg.

reinforcement for R.C.C. work including

bending , binding and placing in

position complete upto floor two level

17 2214.00 Steel work, welded in built up sections 91.08 Kg.

framed work including cutting,

hoisting, fixing in position and applying

a priming coat of read lead paint. (A)In

beams and joists, channels angles Tees,

flats, with connecting plates or angle

cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to

common rafters and the like

18 28.10 Providing and fixing fully glazed 1713.70 Smt

alluminium window partly fixed and

partly sliding shutter with frame

section 63.5 X 38.1 X 1.02 mm weighing

0.547 Kg./ Rmt. Shutter section 40 mm

X 18 mm X 1.55 mm weighing

Kg./ Rmt. Bottom, top & vertical

channel section 61.85 X 31.75 X

mm weighing 0.695 Kg. / Rmt.

extruded alluminium colour anodized

sectionframe with sliding shutter with

5 mm thick transparent bronze colour

tinted float glass panel of modi guard

or equivalent make with power coated

alluminium fittings & fixtures and

transparent silicon sealent glass fixing

to from as detail including PVC T in

frame silicon based lining handles locks

two nos. PVC gasket screws alluminium

joints special runners etc complete.

19 3.20 Providing and fixing FRP frame size 2377.76 Smt

100 X 50 mm and 28 mm thick FRP

shutter with depressed panel shutter

having reinforcement on sides and

edges and in GEL coat finish. The core

of shutter is to be filled up with injected

fibre extingushing grade polyurathane

foam done in situ along with embedded

wooden pieces for stiffening and also

for taking hinges and fixtures. The

whole FRP frame and shutter is to be

water proof, weatherproof, termite

proof and resistance to mild acid/

Alkali resistance including S.S. hinges

with necessary screws and alluminium

fixtures and fastening.

20 954.80 Providing and fixing M.S. grills of 106.29 Kg.

required pattern to wooden frames of

windows etc. with M.S. flats at required

spacings and frame alround, square or

round bars with round headed bolts

and nuts or by screws (A) Plain Grill.

21 311.10 20 mm thick sand faced cement plaster 321.10 Smt

on wall upto hight 10 metres above

ground level consisting of 12mm thick

backing coat of c.m. 1 : 3 (1 cement :

sand) and 8 mm thick finishing coat of

c.m. 1 : 1 (1 cement : 1 sand) etc.

22 670.10 Providing 15 mm thick cement plaster 215.85 Smt

in single coat on fair side

Brick/concrete wall for interior

plastering upto floor two level finished

even and smooth in :C. M. 1:3

23 187.10 Providing and laying 24" X 24" 1436.76 Smt

Vetrified 8mm thick tile flooring over

20mm (ave) base of C.M. 1:6 on new

surfac or fixing on existing flooring by

adhesive material incl. dismentaling of

existing flooring and jointed with

colour cement-slurry incl. finished with

flush pointing & cleaning the surface

etc. comp. for light shed.

24 6.30 Providing and laying white / colour 950.53 Smt

glazed tiles 6mm thick in flooring,

treads of steps and landing laid on a

bed of 12 mm thick cement plaster 1 :

(1 cement : 3 coarse sand) sand

finished with flush pointing in white

25 12.60 Providing and laying white / colour 982.03 Smt

glazed tiles 6mm thick in skitring risers

of steps and dado on 10 mm thick

cement plaster 1 : 3 (1 cement :

coarse sand) pointing in white cement

and jointed with white cement slurry

26 132.20 Providing and laying broken chine 779.69 Smt

mosaic flooring for terrace using

mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3

to plain or slope and tobe tempered to

bring mortar crème out upto surface

27 311.10 Finishing wall with water proofing 73.75 Smt

cement paint of on wall surfaces (Three

coats) to give an approved brand and

manufacture and of required shape

even shade after thoroughly brushing

the surface to remove all dirt and

remains of loose powered materials.

28 698.50 Distempeing (Two coats) with oil 75.42 Smt

bound distemper of approved brand

and manufacture and of required shade

on wall surfaces to give an even shade,

over and including a priming coat with

distemper primer of approved brand

and manufacture after thoroughly

brushing the surface free from mortar

dropping and other foreign matter and

also including preparing the surface

even and sand papered smooth.

29 40.00 Providing laying and jointing in true 72.64 Rmt

line and level 15mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including

fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall

with the help of clamp at every two

metre C/C or shall be concealed as

directed including necessary fittings

etc. including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all materials..

30 30.00 Providing laying and jointing in true 91.83 Rmt

line and level 25mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including

fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall

with the help of clamp at every two

metre C/C or shall be concealed as

directed including necessary fittings

etc. including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all materials.

31 2.00 Providing and fixing chromium plated 263.77 No

brass half turn flush cock of approved

quality including fixing in pipe line etc.

complete. (ii) 25mm dia.

32 6.00 Providing and fixing screw down bib 186.82 No

taps of follwing size : (A) Brass screw

down bib tap polished bright.(i) 15mm

33 2.00 Providing and fixing water closet 1076.66 No

squatting Pan (Indian type W.C. Pan)

size 580mm with a first class quality

including P or S trap including jopnting

the trap with the trap and pan with soil

waste pipe inlet of (A) Vitreous China.

White colour (1 cement : 3 coarse sand

34 2.00 Providing and fixing wash basin with 2398.75 No

single hole for pillar tape with C.I. or

M.S. brackets painted white including

cutting holes and making good the

same (A) vitreous china : II. Flat back

washbasin 550 mm x 400 mm size (I)

IN white colour including necessary

fitting of size of 32 mm dia. connection,

pillar tap etc. complete.

35 2.00 Providing and fixing Urinal of approved 1619.12 No

quality including connection with trap

and with integral longitudinal flush

pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

36 2.00 Providing and fixing PVC SWR Nahni 599.64 No

trap IS 14735 for drain - 100 mm

diameter with jali of the following

nominal diameter of self cleansing

design with C.I scread down or hinged

grating including the cost of cutting and

making good the walls

37 2.00 Providing and fixing S.W. gully trap 1246.92 No

with C.I. grating brick masonary

chamber and water tight C.I. cover with

frame of 300 mm x 300 mm. Size

(inside) with standard weight. (i)

Square mouth traps (A) 100 mm x

mm size - P type

38 48.00 Providing, laying and jointing in true 876.11 Rmt

line and 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

39 1.00 Providing and fixing in position PVC 19.68 No

cowel vent to pipes.(C) 100mm dia

40 9.00 Providing, laying and jointing in true 834.38 Rmt

line and level 160 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 160 mm diametre x

210 mm length x 196 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.

41 33.00 Providing and fixing to wall ceiling and 339.05 Rmt

floor 10.0 Kg. F/Cm2 working pressure

poluthene pipes of the following

outside Dia. Low densidy, complete

with special falnge compression type

fittings, wall clipsetc. including making

good the wall ceiling and floor.(G)110

42 3.00 Constructing brick masonry chamber 2932.92 No

for underground C.I.Inspection

chamber and bends with bricks having

crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm

intenal dimensions total weight of

cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside

plaster 15mm thick with cement

mortar 1:3 finished smooth with a

floating coat of neat cement on walls

and bed concrete etc. complete.(i)

Inside dimensions 455mmx 610mm

and 450mm deep for single pipe line.

43 1000.00 Providing erecting and fixing double 3.94 Liter

coated Syntex PVC. (ISI) water tank of

required capacity each with all

necessary fittings and connection etc.

complete on terrace.

44 1.00 Constructing septic tank of Interanal 31805.89 No

clear size 3.00mt. x 1.50mt.x 1.50mt

including excavation, CC 1:5:10, Brick

masonary in C.M. 1:6, Half B.M. in C.M.

1:4, C.C. 1:2:4 flooring 50mm thick,

15mm cement plaster in C.M. 1:3, RCC

slab etc. comp.

45 1.00 Constructing soak pit of 2.00mt. 43195.35 No

interanal dia. and 6.00mt. depth with

necessary excavation,honey comb brick

masonary, solid masonary at top in

0.50mt. height, RCC slab including joint

GSW pipe and filling the trenches etc.

46 1.00 Providing and fixing 20cm. x 15cm x 2.5 279.69 No

cm. thick year plate of marble stone set

in C.M. 1:4 including finishing and

engraving letters etc. complete.

47 1887.50 Providing TMT Bar FE 550D 78.33 Kg.

reinforcement for R.C.C. work including

bending ,binding and placing in

position complete upto floor two level

48 33.50 Brick work using common burnt clay 3740.39 Cmt

building brick having crushing strength

not less than 35 kg/sq. cm. in Super

structure in cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional

49 1.60 Providing and laying ordinary cement 11067.61 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in Column (ii) Having corss-

sectional area more than 0.08 sq. m.

and up to 0.12 sq.m.

50 1.60 Providing and laying ordinary cement 10628.84 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) for R.C.C. Lintel

including finishing smooth with curring

etc. complete including the cost of

fromwork but excluding the cost of

51 0.70 Providing and laying cement concrete 6884.59 Cmt

work 1:1.5: 3 (1cement : 1.5 coarse

sand : 3 graded stone aggegates

m.m. nominal size) for reinforced

concrete CHAJJAS not excedding

cm.Thickness upto floor two level

inckuding finishing the exposed

Surfaces with cement mortar 1:3

(1cement : 3 fine sand ) to give a

smooth surface, centering curing

complete.excluding cost of form work

and curing complete excluding cost of

52 4.40 Providing and laying ordinary cement 8075.05 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in Beam (ii) Having corss-

sectional area more than 0.08 sq. m.

and up to 0.12 sq.m.

53 6.60 Providing and laying ordinary cement 7297.60 Cmt

concreate 1:1.5:3 (1 Cement :

coarse sand : 3 graded stone aggregates

20mm nominal size) and finishing

smooth with curring etc. complete

including the cost of fromwork but

exculding the cost of Reinforcement for

R.C.C. work in (iii) Slabs havings more

than 10 cm and up to 13 cm thickness

54 21.60 Excavation for foundation 1.50 mt. To 287.47 Smt

3.0 mt. depth including sorting out and

stacking of useful materials and

disposing of the excavated stuff as

directed with in all Lead & Lift (C)

In Word Rupees Twenty Nine Lakhs Sixty Thousand One Hundred Seventeen

and Paise Thirty Five Only

I / we am/are willing to carry out the work at % Above / below (Percent should be written

in figure and words ) of estimated rates mentioned above

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Visnagar Mehsana

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature

Notes 3 - Rates quoted 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

Note 4 - To be continued on additional sheets, if found necessary