Civil Work

Name of Work :- Construction of New Community Hall At. Moxi Village Near

Jalaram Temple Ta. Savli Dist. Vadodara

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 62.95 Cum 268.30

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting 16.81 Cum 289.92

out and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

3 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse 6.05 Cum 4188.47

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete Including cost of formwork But Excluding The Cost Of

reinforcement for reinforced concrete work in (A) Foundations, footings,

Base or columns and Mass concrete .

4 Provinding and laying controlled cement concrete M -250 and finishing 7.23 Cum 4449.05

smooth with curing etc complete, including the cost of formwork but

excluding the cost of reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete.

5 Providing and laying controlled c.c. M.250 & curing complete including the 1.84 Cum 7742.66

cost of form work but Excluding the cost of reinforcement for reinforced

concrete work in Collumns, pillars, posts & struts upto floor two level for

6 Providing and laying controlled cement concrete M.250 and curing 5.02 Cum 5875.17

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C) Slabs, landing, shelves,

Balconies, Lintels, Beams, Girders and Cantilever upto floor two

level.(For Ground Beam)

7 Filling available excavated earth (Excluding rock) in trenches plinth, sides 59.50 Cum 133.65

of foundation etc in layers not exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering.

8 Filling in foundation and plinth with murrum or selected soil in layers of 1.10 Cum 296.29

20cm. thickness including watering, ramming and consolidating etc.

9 Filling in plinth with sand under floors including watering, ramming 11.94 Cum 471.69

consolidating and dressing etc. complete.

10 Carrying out plinth treatment to post construction / existing structure by 37.42 Cum 98.82

spraying chemical solution for termite control treatment including Labour

11 Providing and laying controlled c.c. M.200 & curing complete including the 3.73 Cum 7600.25

cost of form work but excluding the cost of reinforcement for reinforced

concrete work in Collumns, pillars, posts & struts upto floor two level for FF

12 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 1.52 Sq.mt 304.53

(1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and

curing complete ( )

13 Providing and laying Controlled c.c.M.200 & curing complete including the 5.02 Sq.mt 6336.74

cost of form work but excluding the cost of reinforcement for reinforced

concrete work in Beam upto floor two level for G.F

14 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 4403.64 Cum 77.29

bending, binding and placing in position complete upto floor two level.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

15 Brick work using common burnt clay building bricks having crushing 7.63 Cum 4121.55

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1-Cement : 6 -fine sand) (B) Conventional For B/w Up to Plinth

16 Brick work using common burnt clay building bricks having crushing 10.28 Cum 4396.56

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1-Cement : 6 -fine sand) (B) Conventional Extra for brick work

in superstructure above plinth level upto floor two level (B) Conventional

17 Half brick masonry in common brunt clay building bricks having crushing 14.17 Cum 732.92

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-

coarse sand ) with 2 Nos of 6mm Mild steel round bars after every three

course embedded in Cement Mortar in foundation and plinth (B)

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand :

6- crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping

19 Providing 15mm thick cement plaster in single coat on Rough (Similar)side 76.41 Cum 197.20

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)

including Galvanised Iron Chicken Mesh, Complete.

20 Providing 15 mm thick cement plaster in single coat on brick/concrete walls 88.46 Kg. 174.35

for interior plastering upto floor two level and finished even and smooth in

(i)Cement mortar 1:4 (1-cement:4-sand) (ceiling Plaster)

21 20mm thick sand faced cement plaster on walls upto height 10 metres 178.77 Sq.m. 337.52

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-

22 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 88.46 Cum 40.59

primer of approved brand and manufacture on new wall surface to give an

even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth. ( Interior Wall

23 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 76.41 Cu.m 7.32

primer of approved brand and manufacture on new wall surface to give an

even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.(Ceiling Putty)

24 Wall painting two coats with plastic emulsion paint of approved brand and 88.46 Sq.m. 80.87

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter

and sand papered smooth. (Interior Wall Paint)

25 Finishing wall with weather proof exterior emulsionpaint on wall surface (two 178.77 Kg 117.40

coats) to give an requiredshape even shade after thoroughly brushing the

surfaceto remove all dirt, and remains of loose powdered materials.etc

complete (Exterior Wall Paint)

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

26 Wall painting two coats with plastic emulsion paint of approved brand and 76.41 Sq.m. 83.97

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter

and sand papered smooth on ceiling. (Ceiling Paint)

27 Providing and laying controlled c.c.M.200 & curing complete including the 0.36 4693.47

cost of form work but excluding the cost of reinforcement for reinforced

concrete work in Slabs,landing,cantilevers upto floor two level for G.F.

28 Providing and laying controlled cement concrete M.200 and curing 5.08 Sq.m. 4364.21

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever

upto floor two level.(For Grade slab)

29 Providing and laying controlled cement concrete M.200 and curing 11.17 Sq.m. 6432.69

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C)

30 Slabs,landing,shelves,Balconies

Providing and fixing 35 mm thickLintels, Beams,

panelled Girders

,glazed and Cantilever

or panelled and glazed 3.31 Sq.m. 3586.63

shutters, for Doors windows and clearstory windows including anodised

alluminium But hinges with necessary screws and indian teak wood

shutters with. (B) Particle board panels

31 Providing wood work in frames of Doors, windows cleare story windows and 2.78 Sq.m. 610.23

othersimilar works wrought, framede and fixed in position. (A) Indian Teak

32 Providing and fixing Hinges (Strap) Alluminium 20 cms length & Aldrop 2.00 Sq.m. 77.03

20mm. dia Size with necessary fitting Iron Oxidised 25cms. Length as per

directed by Engineer incharge.

33 Providing and laying broken china mosaic flooring for terrace using 12 mm 74.42 Rmt. 765.97

to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to

34 plain or slope

Providing andand to beBBCC

laying tempered to bringth.

of 75mm mortar creme

in CM (1:3)surface

including 72.83 Rmt. 621.15

sparaying two coat of water proofing chemical with selected brand by

enginner incharge .i.e.perma or other with leveling complete for ready base

of china mosaic tratment.

35 Providing and laying Controlled cement concrete M200 and curing etc. 0.13 Rmt. 7230.59

complete including the cost of form work but excluding the cost of

reinforcement. (C) Slabs Landings shelves Balconies ,Lintel -chhaja

,beams ,girders and cantilever up floor to level (GF) for lintle

36 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base 35.54 1451.07

of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing

on existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for light shade

37 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base 2.02 Rmt. 1432.78

of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing

on existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for antiskit.

38 Providing and layingCeramic tiles 6mm thick in skrting risers of steps and 3.58 Rmt. 1020.71

dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

39 Providing and laying polished Kota stone slab flooring over 20mm 17.59 Nos 1069.89

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

Providing (1-Lime putty :1.5 Grenite

layingMarbo - coarsetiles

sand)8 laid over

to 10 mm and jointed

skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with white cement slurry

41 Providing and cement vata (10cm x 10cm size) quarter round in cement 35.00 Nos 24.28

mortar 1:1 including neat cement finishing watering etc. complete.

42 Providing and laying 18 mm thick machine cut ,free edges ,machine 4.25 Nos 4508.64

polished Black Granite tread and risers in single piece with 1 cm nosing

and necessary grooves on treads etc. complete.

43 Providing and laying sandwich type kitchen platform of size 60 cm x 70 cm 3.40 Nos 17831.55

and respected length with dhar polish or moulding having base 2" and

spport & base with marble or Kota as per site requirement and top with

selected shed of marble

44 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or 157.50 Nos 131.15

welded in builtup for all type sections, in framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer all complete as per the structural designs and directions of Engineer

in charge.Column ( 122 x 61 x 3.6mm )

45 Providing and fixing concealed center point to wall ceiling & floor CPVC 5.00 Nos 660.58

(SDR 13.5) PIPE having National SanitationFoundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps

including making goodthe wall, ceiling and floor etc.complete. [F] 50mm.

46 Providing and fixing concealed center point to wall ceiling & floor CPVC 5.00 Nos 253.82

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. [C] 25 mm.

47 Providing and fixing on wall face C.I. Rain water pipe including filling the 5.00 Nos 293.62

joints with spun yarn soaked in neat cement slurry and cement mortar 1:2

(1- Cement : 2-fine sand) (A) 75 mm dia.

48 Providing erecting and fixing double coated Syntex or equivalent PVC. (ISI) 2000.00 Nos 3.95

mark water tank of reqd capacity each with all necessary fittings &

connection etc. comp on terrace.

49 Providing laying and jointing in true line and level 50mm dia.U.P.V.C. Pipe ( 5.00 Nos 195.67

SCH- 40) for cold water including fittings asapproved by Engineer In

Charge. Pipe shall be fixed on the wallwith the help of clamp at every two

metre C/C or shall beconcealed as directed including necessary fittings etc.

includingtesting of pipe and joints and fixing the same with adhesivesolvent,

including cost of all materials.

50 Providing laying and jointing in true line and level 25mm dia.U.P.V.C. Pipe ( 8.00 Rmt. 91.84

SCH- 40) for cold water including fittings asapproved by Engineer In

Charge. Pipe shall be fixed on the wallwith the help of clamp at every two

metre C/C or shall beconcealed as directed including necessary fittings etc.

includingtesting of pipe and joints and fixing the same with adhesivesolvent,

including cost of all materials.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

51 Providing and fixing Gun metal check or non return full way wheel valve.40 1.00 Nos 663.43

52 Providing and fixing pillar tap, capstan head, screw down high pressure with 2.00 Nos 354.69

screws, shanks and back nuts. (ii) 20mm dia.

53 Providing and fixing PVC SWR Nahni trap IS 14735 fordrain - 100 mm 4.00 Nos 572.32

diameter with jali of the followingnominal diameter of self cleansing design

with C.I screaddown or hinged grating including the cost of cutting

andmaking good the walls.

54 Providing and laying wash down water closet ( european type WallHung 1.00 Nos 9866.69

WC pan ) Florentine series FLS-WHT 0111B including providing and fixing

metropole Flush cock seat cover, jet wash etc complete unit of jaquar

Branch ( or equvalant ) including installing and fitting as per manufacturers

standards by skilled trained plumber including testing etc complete quality

and brand as approved by Engineer in charge.

55 Constructing brick masonary chamber for under ground C.I.inspection 1.00 Litre 2932.93

chamber and bends with bricks having crushing strength not less than35

kg/sq.cm in C.M.1:5 C.I.cover with frame ( light duty) 455 mm x 610 mm

internal dimension total weight of cover with frame to be not less than

kgs.(weight of cover 23 kg and wt.of frame 15 kg)R.C.C.top slab with 1:2:4

mix ( 1 cement:2 coarse sand:4 graded stone aggregates 20 mm size)

foundationconcrete 1:5:10 inside plaster 15 mm thick cement mortar 1:3

finished smooth with a floating coat of neat cement on wall and bed

concrete etc complete.(I) Inside dimensions 455 mm x 610 mm and

mm deep for single pipe line.

56 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 1.00 Nos 2326.66

including cuttingholes in walls and making good the same but excluding

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm size

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

57 Providing and fixing Louverd type ventilators with powder coated aluminum 0.32 Ha 12727.01

fittings and fixtures and Blur glass fixing to Adjustable louverds and black

granite frame as per details and executed as per directed by Engineer

58 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe 7.00 Nos 148.12

( SCH- 40) for cold water including fittings make PRINCE /SUPREME/

ASTRAL / FINOLEX or equivalent 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 concelled as directed including necessary fittings etc.

59 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe 8.00 Sq.m. 72.65

( 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

60 Providing laying and jointing in true line and level 110 diameter U.P.V.C. 8.50 Sq.m. 856.03

SWR Type B pipe confirmng to IS 13592-1992 with one end plain and other

end socketed with rubbering, & fitting conforming to ISI 14735-1999 of

61 Providing and fixing screw down bib taps of following size.(A) Brass screw 2.00 Sq.m. 214.81

down bib tap polished bright. (ii) 20mm dia.

62 Providing and fixing pillar tap, capstan head, screw down high pressure with 2.00 Rmt. 354.69

screws, shanks and back nuts. (ii) 20mm dia.

63 Providing and fixing chromium plated brass half trun flush cock of approved 2.00 Rmt. 263.77

quality including fixing in pipe line etc. complete.(ii) 25mm dia.

64 Providing and fixing Gun metal check or non return full way wheel valve.40 1.00 Nos 663.43

65 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 1.00 Nos 420.63

66 Providing and fixing washbasin with single hole for pillar tap with C.I. or 1.00 Sq.m. 1416.93

M.S. brackets painted white including sutting holes and making good the

same but including fittings.(A) Vitreous China:(ii) Flat Back washbasin

67 Providing and fixing C.P.Brass towel rail complete with C.P.Brass brackets 1.00 Nos 505.86

fixed to woodenplugs with c.p.brass screws.(B) 600 mm x 20 mm size.

68 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior 1.00 Nos 854.58

glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to

wooden pluge with C.P. brass screws and washers.

69 Constructing brick masonary chamber for under ground C.I.inspection 1.00 Nos 2932.93

chamber and bends with bricks having crushing strength not less than35

kg/sq.cm in C.M.1:5 C.I.cover with frame ( light duty) 455 mm x 610 mm

70 Providing and fixing ball cock of approved quality as directed.(A) Copper 1.00 Nos 132.89

metal(i) 25 mm dia.

71 (B) Providing sock pit of 5.00 Cu.M. Volume includingexcavating and filling 1.00 Nos 3427.65

brickbats with dry masonry workat top for 45cm. height including covering

the top withstone including providing vatas in C.M. 1:3 with finishingcuring

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

Twelve Lacs Thirty Eight Thousand One Hundred One point Fifty eighty

I/We am/are willing to carry out the work @ ______________ % 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 Add………% Above

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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Executive Engineer

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