Building

Name of Work :- Construction of New Toilet Block At.Sundarpura 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 stacking 25.01 Cum 268.30

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 sorting out 8.57 Cum 289.92

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

Meter lead.(B) Dense or Hard soil

3 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand 2.23 Cum 4188.47

: 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 smooth 3.54 Cum 4906.58

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 the cost 1.17 Cum 7742.66

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 complete 2.00 Cum 5875.17

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 side of 25.19 Cum 133.65

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

8 Filling in foundation and plinth with murrum or selected soil in layers of 20 cm 2.32 Cum 296.29

thickness including watering, ramming and consolidating etc. complete.

9 Filling in plinth with sand under floors including watering, ramming, 0.48 Cum 471.69

consolidating and dressing complete.

10 Anti-Termite System : Providing and laying of permanent piping technology 9.58 Sq.m. 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

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 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 5 year warranty.(i)Anti Termite chemical

injected area (Chemical injecting incl. labour cost)

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

11 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1- 4.03 Sq.m. 304.53

Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing

12 Providing and laying brick work using common burnt clay building conventional 0.65 Cum 4121.55

type bricks having crushing strength not less than 35 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.

13 Brick work using Common burnt clay building bricks having crushing strength 10.07 Cum 4396.55

not less than 35 kg/sq.cm in Super Structure above floor Two Level in cement

mortar 1:6 ( 1 cement : 6 fine sand ) (B) Conventional.( For B/W Uo to GF

14 Half brick masonry in common brunt clay building bricks having crushing 15.02 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) Conventional

15 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6 0.79 Cum 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 etc. 0.03 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 complete 0.92 Cum 6676.10

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 cost 1.89 Cum 7677.01

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

19 Providing and laying controlled cement concrete M-200 & curing complete 1.98 Cum 6336.74

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

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

20 Providing and laying controlled cement concrete M-200 & curing complete 1.44 Cum 4693.47

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 complete 1.44 Cum 6432.69

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

22 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 1457.00 Kg. 77.29

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

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

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.

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

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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

25 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 10.06 Sq.m. 1432.78

(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.

26 Providing and laying Marbo Granite tiles 8 to 10 mm thick, 24'' x 24'' in skirting, 82.83 Sq.m. 1169.98

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

coarse sand) and jointed with white cement slurry.

27 Providing and laying 18 mm thick machine cut, free edges, machine polished 3.56 Sq.m. 3325.93

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

grooves on treads etc. complete.

28 Providing and laying BBCC of 75mm thick layer in CM (1:3) including spraying 9.58 Sq.m. 621.15

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

30 Providing 15mm thick cement plaster in single coat on rough (similar) side of 25.53 Sq.m. 194.53

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:4 (1 cement : 4 sand).

31 Providing 20mm thick sand faced cement plaster on walls upto height 10 153.67 Sq.m. 347.44

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.

32 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 20.06 Rmt. 42.02

33 Applying two coats of putty & two coats of primer of approved brand and 153.67 Sq.m. 40.59

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.

34 Applying two coats of putty & two coats of primer of approved brand and 25.53 Sq.m. 42.72

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)

35 Wall painting two coats with plastic emulsion paint of approved brand and 153.67 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.

36 Finishing wall with weather proof exterior emulsion paint on wall surface (two 153.67 Sq.m. 117.40

coats) to give an required shape even shade after thoroughly brushing surface

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

37 Wall painting two coats with plastic emulsion paint of approved brand and 25.53 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.

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

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.

39 Providing, laying and jointing in true line and level I.S.I. mark 32mm dia. 26.00 Rmt. 119.15

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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

40 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 15.00 Rmt. 72.65

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.

41 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 9.00 Rmt. 660.58

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.

42 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 9.00 Rmt. 253.82

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.

43 Providing, laying and jointing in true line and level I.S.I. mark 110mm diameter 10.00 Rmt. 856.03

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 materials.

44 Providing and fixing screw down bib taps of following size (A) Brass chromium 5.00 No. 186.83

plated screw down bib tap (i) 15mm dia. as approved by Engineer in charge for

45 Providing and fixing screw down bib taps of following size (A) Brass screw 5.00 No. 214.81

down bib tap polished bright (ii) 20mm dia. as approved by Engineer in charge

for all floors.

46 Providing and fixing pillar tap, capstan head screw down high pressure with 3.00 No. 354.69

screw, shanks and back nuts (B) 20mm dia. as directed by Engineer in charge.

47 Providing and fixing chromium plated brass half turn flush cock of approved 8.00 No. 263.77

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

Engineer in charge.

48 Providing and fixing Gun metal check or non return full way wheel valve. 40 2.00 No. 663.43

49 Providing and fixing Gun metal check or non return full way wheel valve. (C) 25 4.00 No. 420.63

50 Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S. 2.00 No. 6333.71

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.

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

fixed to wooden plugs with C.P. brass screws.(B) 600 mm x 20 mm size.

52 Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) 4.00 No. 282.16

100mm dia. each

53 Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass 4.00 No. 854.58

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

with C.P. brass screws and washers.

54 Providing and laying wash down water closet (European type Wall hung W.C. 3.00 No. 10261.60

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

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

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.

56 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail of the 5.00 No. 572.32

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)

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

58 Providing and laying (two level or slopes) and jointing with stiff mixture of 5.00 Rmt. 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. 150 mm

59 Constructing brick masonary chamber for under ground C.I. Inspection 3.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455 mm x 610 mm.

internal dimensions, 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 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 pipe line.

60 Providing erecting and fixing double coated Syntex or equivalent PVC (I.S.I.) 2000.00 Litre 3.95

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

connection etc. comp on terrace.

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

metal (i) 25 mm dia.

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

i.e. Rs. Ninety Six lacs Seventy Four thousand Three hundred Twenty Six and Twenty 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

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.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Vadodara Vadodara Vadodara