Civil Work

Name of Work :- CONSTRUCTION OF VARIUS BUILDING OF TA- VADODARA DIST-

VADODARA PACKAGE NO 54. 2025-26 (VARNAMA AND ITOLA COMMUNITY HALL)

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 138.72 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 40.40 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 13.56 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 18.54 Cum 4906.58

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 6.38 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 19.72 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 122.82 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 46.70 Cum 296.29

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

9 Filling in plinth with sand under floors including watering, ramming 7.38 Cum 471.69

consolidating and dressing etc. complete.

10 Anti-Termite System:Providing and laying of permanent piping technology 147.58 Cum 134.33

anti-termite treatment before flooring work by installing LLDP (Low linear

density polyethylene) tube of 8 mm O.D. & 6.4 mm 1.D. with inbuilt

pressure compensation chip every 30 cm interval in the tube, having

working pressure of 2 Kg/cm2 and release rate of 1.9 Itr/hour fixed by P-

clips and nails. The LLDP pipe shall be installed at the entire periphery of

the building and at internal network of building at a depth of 20 to 200 mm

under floor at every 2 to 3 mtr. c/c distance (adjusted as per building layout

) & Ends of loop pass through a PVC elbow of minimum 32 mm ID at

junction box of wall and floor level, entering into a steel reinforced grooved

flexible pipe of minimum 22 mm ID leading into junction box and the loops

shall terminate in junction boxes & test every junction during injecting

chemicals for termite control treatment. The anti termite chemical

Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected by the

pressure pump diluted with water @ 10.5 ml/5 ltr of water at the rate of

Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit approved line plan for

piping system and junction boxes dully approved by Engineer-in-Charge

with bond of 5 year warranty.(i)Anti Termite chemical injected area

(Chemical injecting incl. labour cost)

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

11 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 35.22 Cum 304.53

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

curing complete

12 Brick work using common burnt clay building bricks having crushing 22.56 Kg. 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

13 Brick work using common burnt clay building bricks having crushing 50.54 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

14 Half brick masonry in common brunt clay building bricks having crushing 71.36 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)

15 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- 9.96 Sq.mt 3993.11

crushed stone aggregates 20 mm nominal size) and curing complete

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

16 Providing and laying controlled cement concrete M.200 and curing 5.68 Cum 7230.59

complete excluding the cost of formwork and reinforcement for reinforced

concrete work in (C) Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level. (For Lintel)

17 Providing and laying controlled cement concrete M.200 and curing 3.06 Cum 6676.10

complete excluding the cost of formwork and reinforcement for reinforced

concrete work in (C) Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level.(For Chajja)

18 Providing and laying controlled c.c. M.200 & curing complete including the 10.72 Cum 7677.01

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

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

G.F.(For Column)

19 Providing and laying controlled cement concrete M.200 and curing 17.44 Cum 6336.74

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 Beam)

20 Providing and laying controlled cement concrete M.200 and curing 18.46 Cum 4693.47

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)

21 Providing and laying controlled cement concrete M.200 and curing 18.12 Cum 6432.69

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 slab)

22 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 10402.00 Kg. 77.29

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

23 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to 8.00 Sq.m. 131.93

shape with hooked ends to R.C.C. slabs curing, laying including painting

the exposed portion of loops, all as per standard designe complete

24 Providing & fixing 40 mm thick Single shutter flush door solid core 6.30 Sq.m. 7051.82

finished with both side 1 mm thick lamination both side like 'NOVAPAN 'or

equivalent, of natural wood grain shade as approved by this office having

25 Providing & fixing 35 mm thick Single shutter flush door solid core finished 7.56 Cum 6687.21

with both side 1 mm thick laminationboth side like 'NOVAPAN 'or

equivalent, of natural wood grain shade as approved by this office having

telephone blackgranite 18 mm thick frame with double stone including fixed

ventilation above lintle level as per drg and as per theinstruction of

Engineer in charge.with necessary SS hinges and fixtures etc . complete.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

26 Providing and fixing window having extruded aluminum colour anodized 21.60 Cu.m 4260.18

section frame main outer size 95mm x 24mm x 1.17mm (of Jindal section

no.2459 @ Wt. 0.738 Kg/mt), horizontal three track member size 92mm x

31.75mm x 1.30mm (of Jindal section no. 8688, @ Wt. 1.07 Kg/mt), vertical

member of size 92mm 31.75mm x 1.50mm (of Jindal section no. 8933 @

Wt. 1.06 Kg/mt) with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm (of Jindal Section No. 8947 @ Wt. of 0.456 Kg/mt),

vertical member of size 40mm x 18mm x 1.29 mm (of Jindal section no:

8949 @ Wt. of 0.456 kg / mt) with 5 mm th transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing Including Granite Frame as per

details etc.and fixing Louverd type ventilators with powder coated aluminum

27 Providing 3.60 Sq.m. 13733.98

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

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

28 Providing and fixing Louverd type ventilators with powder coated aluminum 400.48 Kg 128.27

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

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

29 Providing and fixing M.S. grills of required pattern to 107.84 Sq.m. 1099.95

wooden/Marble/Granite/Stone 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.

30 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base 20.12 Sq.m. 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.

31 Providing and layingMarbo Grenite tiles 8 to 10 mm thick , 24'' x 24'' in 164.92 Sq.m. 1169.98

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

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

32 Providing and laying polished Kota stone slab flooring over 20mm 2.67 Sq.m. 1001.14

(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.

33 Providing and laying 18 mm thick machine cut ,free edges ,machine 17.22 Sq.m. 3325.93

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

and necessary grooves on treads etc. complete.

34 Providing and laying BBCC of 75mm th. Layer in CM (1:3) including 19.16 Sq.m. 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 15mm thick cement plaster in single coat on Rough (Similar)side 194.02 Sq.m. 194.53

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. (Interior Plaster)

36 Providing 15 mm thick cement plaster in single coat on brick/concrete walls 172.66 Sq.m. 196.64

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

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

37 20mm thick sand faced cement plaster on walls upto height 10 metres 471.06 Sq.m. 347.44

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.

38 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 69.04 Rmt. 42.02

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

39 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 194.02 Sq.m. 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

40 Applying two coats of Birla or Asian acrylic lappy (putty) and two coats of 172.66 Sq.m. 42.72

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)

41 Wall painting two coats with plastic emulsion paint of approved brand and 194.02 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)

42 Finishing wall with weather proof exterior emulsionpaint on wall surface (two 471.06 Sq.m. 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)

43 Wall painting two coats with plastic emulsion paint of approved brand and 172.66 Sq.m. 83.00

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)

44 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe 22.00 Rmt. 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.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

45 Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe 52.00 Rmt. 119.15

( 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

46 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe 30.00 Rmt. 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

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

47 Providing and fixing concealed center point to wall ceiling & floor CPVC 18.00 Rmt. 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.

48 Providing and fixing concealed center point to wall ceiling & floor CPVC 18.00 Rmt. 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.

49 Providing laying and jointing in true line and level 110 diameter U.P.V.C. 56.00 Rmt. 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

approved make for drainage system pipe line, pipe shall be jointd with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp

of the size 110 mm diameter x 149 mm length x 145 mm high at every

mm center to center or shall be concealed in walls as directed including

necessary fittings such as Cowel vent, bends, shoes etc. including testing

of pipes and joints and jointed with adhesive solvent cement including cost

of all materials.

50 Providing and fixing screw down bib tap of brass chromium plated screw 10.00 Nos 186.83

downbib tap 15 mm dia.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

51 Providing and fixing screw down bib taps of following size.(A) Brass screw 4.00 Nos 214.81

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

52 Providing and fixing pillar tap, capstan head, screw down high pressure with 6.00 Nos 354.69

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

53 Providing and fixing chromium plated brass half trun flush cock of approved 16.00 Nos 263.77

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

54 Providing and fixing Gun metal check or non return full way wheel valve.40 4.00 Nos 663.43

55 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 8.00 Nos 420.63

56 Providing and fixing washbasin with single hole for pillar tap with C.I. or 4.00 Nos 6333.71

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

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

mm x 410mm x 200mmsize.

57 Providing and fixing C.P.Brass towel rail complete with C.P.Brass brackets 6.00 Nos 616.42

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

58 Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) 10.00 Nos 282.16

100mm dia. Each

59 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior 10.00 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.

60 Providing and laying wash down water closet ( european type WallHung 6.00 Nos 10261.60

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.

61 Providing laying and jointing in true line and level 160 diameter U.P.V.C. 16.00 Rmt. 834.38

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

approved make for drainage system pipe line, pipe shall be jointd with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp

of the size 160 mm diameter x 210 mm length x 196 mm high at every

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

62 Providing and fixing PVC SWR Nahni trap IS 14735 fordrain - 100 mm 10.00 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.

63 PVC SWR P- Trap IS 14735 for Drain -125x110 8.00 Nos 189.16

64 Providing and laying (two level or slopes ) and jointing with stiff mixture of 4.00 Nos 312.76

cement mortar in proportion 1:1 salt glazed stone ware pipes following

nominal internal diametre including testing of pipes and joints etc complete.

65 Constructing brick masonary chamber for under ground C.I.inspection 4.00 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

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.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

66 Providing erecting and fixing double coated Syntex or equivalent PVC. (ISI) 4000.00 Litre 3.95

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

connection etc. comp on terrace.

67 Providing and fixing ball cock of approved quality as directed.(A) Copper 2.00 Nos 132.89

metal(i) 25 mm dia.

68 Clearing and grubbing road land including uprooting rank vegetation grass 0.06 Ha 82249.89

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials(A) By manual

means in area of light jungle

69 (B) Providing sock pit of 5.00 Cu.M. Volume includingexcavating and filling 2.00 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

etc. complete as directed.

Eight Lacs Forty Seven Thousand Two Hundred Eighty Five point seventy 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

Vadodara Vadodara