Building Work

Name of Work :- Construction of New Community Hall At. Por Ta.

Vadodara Dist. Vadodara

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Civil works items

1 Excavation for foundation upto 1.5 m depth including sorting out and 81.60 Cum 268.30

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 25.10 Cum 289.92

sorting 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- 10.32 Cum 4188.47

Coarse 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 .(For PCC)

4 Provinding and laying controlled cement concrete M -250 and finishing 11.65 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.(For Footing)

5 Providing and laying controlled c.c. M.250 & curing complete including 4.02 Cum 7742.66

the 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 Up to PL)

6 Providing and laying controlled cement concrete M.250 and curing 9.86 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

7 Filling available excavated earth (excluding rock) in trenches plinth 74.77 Cum 133.65

side of foundation etc. in layer not exceeding 20 cm in depth

consolidation each deposited layer by ramming and watering etc.

8 Filling in foundation and plinth with murrum or selected soil in layers of 29.65 Cum 296.29

20 cm thickness including watering, ramming and consolidating etc.

9 Filling in plinth with sand under floors including watering, ramming, 4.39 Cum 471.69

consolidating and dressing complete.

10 Anti-Termite System : Providing and laying of permanent piping 87.79 Sq.m. 134.33

technology 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

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

mm ID leading into junction box and the loops shall terminate in

junction boxes & test every junction during injecting chemicals for

termite control treatment.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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 2 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

year warranty.(i)Anti Termite chemical injected area (Chemical

injecting incl. labour cost)

11 Providing and laying damp proof course 25mm thick cement concrete 17.61 Sq.m. 304.53

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

size) and curing complete

12 Providing and laying brick work using common burnt clay building 11.61 Cum 4121.55

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in super structure above plinth level and up to floor two

level in cement mortar 1:6 (1 cement : 6 fine sand) including the cost

of all materials and labour charges etc. complete.

13 Providing and laying brick work using common burnt clay building 31.03 Cum 4396.55

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above floor two level in cement mortar

1:6 (1 cement : 6 fine sand) for Ground Floor including the cost of all

materials and labour charges etc. complete.

14 Providing and laying brick work using common burnt clay building 36.73 Cum 732.92

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above floor two level in cement mortar

1:6 (1 cement : 6 fine sand) for First Floor including the cost of all

materials and labour charges etc. complete.

15 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse 4.98 Cum 3993.11

sand : 6 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 etc. 3.36 Cum 7230.59

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

reinforcement in Lintel for Ground floor.

17 Providing and laying controlled cement concrete M.200 and curing 1.53 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

18 Providing and laying controlled cement concrete M-200 and curing 6.78 Cum 7677.01

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (D) Columns, pillars

posts and struts, upto jloor two level.

19 Providing and laying controlled cement concrete M-200 & curing 8.72 Cum 6336.74

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

reinforcement for reinforced concrete work in Beam upto floor two

20 Providing and laying controlled cement concrete M-200 & curing 13.17 Cum 4693.47

complete including the 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. slab for Grade slab.

21 Providing and laying controlled cement concrete M-200 & curing 12.97 Cum 6432.69

complete including the 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. slab

22 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. 6884.00 Kg. 77.29

work including bending, binding and placing in position complete upto

all floor level.

23 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar 10.00 No. 131.93

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

including painting the exposed portion of loops, all as per standard

design complete

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

24 Providing & fixing 40 mm thick Single shutter flush door solid core 11.07 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 telephone black granite 18 mm thick frame with

double stone as per the instruction of Engineer in charge with

necessary SS hinges and fixtures etc. complete.

25 Providing & fixing 35 mm thick Single shutter flush door solid core 3.78 Sq.m. 6687.21

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

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

having telephone black granite 18 mm thick frame with double stone

including fixed ventilation above lintel level as per drawing and as per

the instruction of Engineer in charge with necessary SS hinges and

fixtures etc. complete.

26 Providing and fixing window having extruded aluminum colour 10.80 Sq.m. 4260.18

anodized section frame main outer size 95mm x 24mm x 1.17mm (@

Wt. 0.738 Kg/mt), horizontal three track member size 92mm x

31.75mm x 1.30mm (@ Wt. 1.07 Kg/mt), vertical member of size

92mm 31.75mm x 1.50mm (@ Wt. 1.06 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (@ Wt. of

Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (@ Wt. of

0.456 kg / mt) with 5 mm thick 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. complete.

27 Providing and fixing louvered type ventilators with powder coated 1.80 Sq.m. 13733.98

aluminum fittings and fixtures and Blur glass fixing to adjustable

louvers and black granite frame as per details and executed as per

directed by Engineer in charge.

28 Providing and fixing M.S. grills of required pattern to wooden / Marble / 200.24 Kg. 128.27

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) Ornamental Grill.

29 Providing and laying Vitrified tiles 8 to 10 mm thick, 36'' x 36'' in 68.62 Sq.m. 1099.95

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. Light shade

30 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 10.06 Sq.m. 1432.78

20mm (average) base 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 finished with flush pointing & cleaning

the surface etc. complete for anti skid.

31 Providing and laying Marbo Granite tiles 8 to 10 mm thick, 24'' x 24'' in 84.25 Sq.m. 1169.98

skirting, 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 1.35 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 8.61 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 thick layer in CM (1:3) including 9.58 Sq.m. 621.15

spraying two coat of water proofing chemical with selected brand by

enginner in charge i.e. perma or other with leveling complete for ready

base of china mosaic treatment.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

35 Providing 15mm thick cement plaster in single coat on rough (similar) 170.27 Sq.m. 194.53

side of single or half brick walls for interior plastering upto floor two

level and finished even and smooth in cement mortar 1:4 (1 cement :

36 Providing 15mm thick cement plaster in single coat on brick/concrete 103.57 Sq.m. 196.64

walls for interior plastering upto floor two level and finished even and

smooth in cement mortar 1:4 (1-cement : 4 sand) for ceiling.

37 Providing 20mm thick sand faced cement plaster on walls upto height 232.88 Sq.m. 347.44

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.

38 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 34.52 Rmt. 42.02

39 Applying two coats of putty & two coats of primer of approved brand 170.27 Sq.m. 40.59

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.

40 Applying two coats of putty & two coats of primer of approved brand 103.57 Sq.m. 42.72

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 170.27 Sq.m. 80.87

and 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.

42 Finishing wall with weather proof exterior emulsion paint on wall 232.88 Sq.m. 117.40

surface (two coats) to give an required shape even shade after

thoroughly brushing surface to remove all dirt, dust and remains of

loose powdered materials etc. complete.

43 Wall painting two coats with plastic emulsion paint of approved brand 103.57 Sq.m. 83.00

and 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.

44 Providing, laying and jointing in true line and level I.S.I. mark 40mm 11.00 Rmt. 148.12

dia. U.P.V.C pipe (Sch-40) for cold water including fitting as approved

by Engineer in charge. Pipe shall be fixed on the wall with held of

clamp at every two meter c/c or shall be concealed as directed

including necessary fitting 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 I.S.I. mark 32mm 26.00 Rmt. 119.15

dia. U.P.V.C pipe (Sch-40) for cold water including fitting as approved

by Engineer in charge. Pipe shall be fixed on the wall with held of

clamp at every two meter c/c or shall be concealed as directed

including necessary fitting etc. including testing of pipe and joints and

fixing the same with adhesive solvent including cost of all materials.

46 Providing, laying and jointing in true line and level I.S.I. mark 15mm 20.00 Rmt. 72.65

dia. U.P.V.C pipe (Sch-40) for cold water including fitting as approved

by Engineer in charge. Pipe shall be fixed on the wall with held of

clamp at every two meter c/c or shall be concealed as directed

including necessary fitting etc. including testing of pipe and joints and

fixing the same with adhesive solvent including cost of all materials.

47 Providing and fixing concealed center point to wall, ceiling and floor 14.00 Rmt. 660.58

I.S.I. mark C.P.V.C. (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. (F) 50 mm dia.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

48 Providing and fixing concealed center point to wall, ceiling and floor 14.00 Rmt. 253.82

I.S.I. mark C.P.V.C. (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. (B) 25 mm dia.

49 Providing, laying and jointing in true line and level I.S.I. mark 110mm 28.00 Rmt. 856.03

diameter U.P.V.C. SWR Type B pipe confirming to IS 13592 -1992

with one end plain and other end socketed with rubbering & fitting

confirming 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 110mm

diameter x 149mm length x 145mm high at every 2000mm center to

center or shall be concealed in wall as directed including necessary

fitting such as bends, shoes etc. including testing of pipe and joints

and jointed with adhesive solvent cement including cost of all

50 Providing and fixing screw down bib taps of following size (A) Brass 7.00 No. 186.83

chromium plated screw down bib tap (i) 15mm dia. as approved by

Engineer in charge for all floors.

51 Providing and fixing screw down bib taps of following size (A) Brass 3.00 No. 214.81

screw down bib tap polished bright (ii) 20mm dia. as approved by

Engineer in charge for all floors.

52 Providing and fixing pillar tap, capstan head screw down high 3.00 No. 354.69

pressure with screw, shanks and back nuts (B) 20mm dia. as directed

by Engineer in charge.

53 Providing and fixing chromium plated brass half turn flush cock of 9.00 No. 263.77

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

dia. as directed by Engineer in charge.

54 Providing and fixing Gun metal check or non return full way wheel 2.00 No. 663.43

valve. 40 mm dia.

55 Providing and fixing Gun metal check or non return full way wheel 4.00 No. 420.63

valve. (C) 25 mm dia.

56 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted 1.00 No. 2326.66

white including cutting holes in walls and making good the same but

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

57 Providing and fixing wash basin with single hole for pillar tap with C.I. 2.00 No. 6333.71

or M.S. brackets painted white including cutting holes and making

good the same but excluding fittings. (A) Vitreous china (ii) Flat Back

washbasin 550 mm x 400mm size. (i) In white colour.

58 Providing and fixing C.P. brass towel rail complete with C.P. brass 3.00 No. 616.42

brackets fixed to wooden plugs with C.P. brass screws.(B) 600 mm x

59 Providing and fixing C.P. brass shower rose with 15mm or 20mm 5.00 No. 282.16

inlet.(A) 100mm dia. each

60 Providing and fixing 600mm x 450mm bevelled edge mirror of superior 5.00 No. 854.58

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

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

61 Providing and laying wash down water closet (European type Wall 3.00 No. 10261.60

hung W.C. pan) Florentine series FLS-WHT 0111B including

providing and fixing metropole flush cock seat cover, jet wash etc.

complete unit of jaquar branch (or equivalent) 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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

62 Providing, laying and jointing in true line and level I.S.I. mark 160mm 8.00 Rmt. 834.38

diameter U.P.V.C. (Type B) confirming to IS 13592 -1992 with one end

plain and other end socketed with rubbering & fitting confirming 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 160mm diameter x

210mm length x 196mm high at every 2000mm center to center or

shall be concealed in wall as directed including necessary fitting such

as bends, shoes etc. including testing of pipe and joints and jointed

with adhesive solvent cement including cost of all materials.

63 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail 6.00 No. 572.32

of the following nominal diameter of self cleansing design with C.I.

screwed down of hinged grating including the cost of cutting and

making good the walls. (i) 100mm dia.

64 PVC SWR P- Trap IS 14735 for Drain -125x110 3.00 No. 189.16

65 Providing and laying (two level or slopes) and jointing with stiff mixture 3.00 Rmt. 312.76

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

following nominal internal diametre including testing of pipes and joints

etc. complete. 150 mm dia.

66 Constructing brick masonary chamber for under ground C.I. Inspection 2.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

35 Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455 mm x

mm. internal dimensions, total weight of cover with frame to be not

less than 38 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 aggregate 20 mm. size) foundation concrete 1:5:10 inside

plaster 15 mm. thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls & a bed concrete etc. complete.

(i) inside dimension 455mm x 610 mm and 450mm deep for single

67 Providing erecting and fixing double coated Syntex or equivalent PVC 2000.00 Litre 3.95

(I.S.I.) mark water tank of required capacity each with all necessary

fittings & connection etc. comp on terrace.

68 Providing and fixing ball cock of approved quality as directed. (A) 1.00 No. 132.89

Copper metal (i) 25 mm dia.

69 Providing and laying sandwich type kitchen platform of size 2.10 x 2.10 Sq.m. 23691.00

0.76 x 0.76 m and respected length with dhar polish or moulding

having base 4" and support & base with marble or kota as per site

requirement also loft and base finish with glaze tile and top with

selected shed of marble or granite with gas pipe provision and sink

including all fittings, material and labour as per directed by Engineer

70 Clearing and grubbing road land including uprooting rank vegetation 0.03 Hect. 82249.89

grass 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.

71 (B) Providing sock pit of 5.00 Cu.M. Volume includingexcavating and 1.00 No. 3427.65

filling 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.

i.e. Rs. Twenty One Lakh Fifty Thousand Fifteen Rupya And Seventy Nine paisa only.

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

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

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

and found order.

Deputy Executive Engineer Sr. Divisional Account Executive Engineer

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

Waghodia Panchayat (R & B) Division, Vadodara