CONSTRUCTION OF ANGANWADI BUILDING AT VILLAGE - 1) RAMPURA - 1 , 2) RANASAN-2 , TA-CHANASMA , DIST.-PATAN.

NAME OF WORK : CONSTRUCTION OF ANGANWADI BUILDING AT VILLAGE - 1)

RAMPURA - 1 , 2) RANASAN-2 , TA - CHANASMA , DIST.- PATAN.

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 m depth 94.400 Cu.mt. 175.2650

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

2 Providing and laying cement concrete 1:4:8 (1 19.100 Cu.mt. 2739.62

cement : 4 coarse sand : 8 B.T. machine crushed

stone aggregates 40 mm nominal size) and curing

etc. complete excluding cost of form work in

foundation and plinth.

3 Providing and laying ordinary cement concrete 10.300 Cu.mt. 4488.65

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in (A) Foundations,

footings, base of columns and mass concrete.

4 Providing and laying ordinary cement concrete 1.300 Cu.mt. 8027.25

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in Columns up to

5 Providing and laying ordinary cement concrete 14.900 Cu.mt. 4834.85

1:1½:3 (M-200) using B.T. stone aggregate &

curing complete including the cost of form work

but excluding the cost of reinforcement for R.C.C.

work in Ground Beam.

6 Filling available excavated earth (excluding rock) 41.800 Cu.mt. 137.4700

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming

7 Brick work using common burnt clay building 33.800 Cu.mt. 3725.1800

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand) (B)

8 Filling in foundation and plinth with murrum or 37.800 Cu.mt. 273.8600

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

9 Filling in plinth with sand under floors including 21.600 Cu.mt. 429.2400

watering ramming, consolidating and dressing

10 Carring out plinth treatment to post construction 80.000 Cu.mt. 124.3500

/ existing structure by spraying chemical solution

for termite control treatment including labour

and material consistment with I.S.I specification.

Using Chlordene and Chiorpurfiles 20 EC. As Per

6131_paret-II Consentration Weight one percent

is recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication

at the rate of 5 Litre chemical / Sqm of surface is

recommended as per I.S

11 Providing and laying cement concrete 1:2:4 (1- 10.100 Cu.mt. 3575.4900

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

12 Providing and laying ordinary cement concrete 3.600 Cu.mt. 8027.2500

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in Columns for all

13 Brick work using common burnt clay building 54.400 Cu.mt. 4024.8200

bricks having crushing strength not less than

kg/Sq.Cm. in superstructure above plinth level

upto floor two level in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional brick etc.

14 Providing and laying cement concrete 1:3:6 (1- 8.500 Cu.mt. 3084.4700

Cement : 3- coarse sand : 6- B.T. machine crushed

stone aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

15 Providing and laying ordinary cement concrete 5.100 Cu.mt. 6933.2000

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in Lintels for all

16 Providing and laying ordinary cement concrete 10.300 Cu.mt. 6243.5700

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in Beams for all

17 Providing and laying ordinary cement concrete 13.000 Cu.mt. 6555.9600

1:1½:3 (M-200) using B.T. stone aggregate and

curing of concrete complete, including the cost of

form work but excluding the cost of

reinforcement for R.C.C. work in Slab for all floor

18 Providing TMT Bar FE 500D reinforcement for 5606.000 kg. 77.2900

R.C.C. work including bending, binding and placing

in position complete upto floor two level

19 Providing and fixing both sides polished machine 25.000 Sq.Mt. 615.9600

cut kota stone shelves / partition of single piece

(maximum 150 cm) 25 mm thick embedded into

wall with groove in cement mortar 1:2 (1 cement :

2 fine sand), including racking and finishing

smooth the surface, including joined with grey

cement, rubbing, cutting the stone as and where

required etc. completed.

20 Providing 15mm thick cement plaster in single 278.000 Sq.Mt. 242.0100

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level

and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) including finishing

with a floating coat of neat cement slurry for

21 Providing 10 mm thick cement plaster in single 86.000 Sq.Mt. 222.2400

coat on brick / concrete on ceilings and sofits of

stairs for interior plastering upto floor two level

and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) including finishing

with a floating coat of neat cement slurry Ground

22 Providing 20mm thick cement plaster in single 488.000 Sq.Mt. 286.2480

coat on single or half brick walls for interior

plastering upto floor two level and finished even

and smooth in (i) Cement mortar 1:4 (1-cement:4-

sand) including finishing with a floating coat of

neat cement slurry for Ground Floor.

23 P & L 24" x 24" vitrified 8 mm thick tile flooring 130.600 Sq.Mt. 1546.8500

over 20 mm (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 finised

with flush pointing & cleaning the surface etc.

complete for light shade.

24 Providing and laying Ceramic tiles 6mm thick in 54.000 Sq.Mt. 1091.9600

skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

25 Providing and laying Ceramic tiles 6mm thick in 3.600 Sq.Mt. 1017.3000

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

26 Providing and fixing 18 mm thick mirror polished 30.400 Sq.Mt. 2186.2700

Granite stone of machine cut & full round edge

and polished of approved quality in cladding on

sill and around the Doors / windows / ventilation

with 20 mm thick cement plaster 1:3 and jointed

with white / matching pigment cement slurry &

adhesive, including polishing & moulding of

exposed edges etc. complete for all floor level as

directed by Engineer-in-charge.

27 Constructing a Sandwich type cooking platform 7.600 Sq.Mt. 5438.9100

of 60 cm width and 70 cm height resting with

Granite polished stone top and 100 mm height

faces in exposed faces with 18 mm thick of

polished Granite stone of approved colour and

quality on 25 mm x 2 No polished Kota stone

sandwich supports, polished kota stone shelves

and fixing stone using cement mortar 1:2 (1

cement : 2 fine sand) for sandwich and fitting at

bottom & edges with water proof rigid adhesives,

including mocking necessary grooves in walls,

polishing and making edges etc. complete as

directed by Engineer-in-charge. (Only top clear

area of platform shall be measured and paid for)

28 Providing and fixing Stainless steel kitchen sink 2.000 Nos. 1173.7800

Glossy ASIS 304 grade and 1 mm thick with over

all size 510 x 432 x 33 and bowl size 455 x 368 x

190 mm of approved brand as directed by

Engineer-in-charge with all fittings like C.I. or M.S.

brackets painted white / or fixing on stone base,

including cutting holes and making good the

same, 32 mm dia Brass waste and M.I. fisher

union fitting, including all necessary fittings etc.

29 Providing and fixing standared extruded of 0.800 Sq.Mt. 1175.5600

alluminium section of size 63mm x 38.10mm x

1.2mm @ Wt. 0.643 Kg/Rmt with colour

anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete for

30 Providing and fixing extruded colour anodized 19.800 Sq.Mt. 3171.7000

aluminium three track sliding window having

aluminium section having outer frame for bottom

member of size 92.00 x 31.75 x 1.30 mm size

weight of 1.07 KG / Rmt and outer frame for top

and sides members size 92.00 x 31.75 x 1.50 mm

size weight of 1.06 KG / Rmt, for shutters using

top and bottom size 40 x 18 x 1.29 mm size

weight 0.456 KG / Rmt & interlock member size

40 x 18 x 1.29 mm size weight 0.456 KG / Rmt &

handle member size 40 x 18 x 1.29 mm size

weight 0.456 KG / Rmt with 5 mm thick

transparent bronze colour tinted float glass for

shutter and fixing wire net shutter of Stainless

Steel wire of 304-grade of IS Gauge designation

85-G with wire of 0-56 mm diameter as a third

sliding shutter with necessary fixtures and

fastening like rubber gasket and transparent

silicon sealant glass fixing to frame etc. complete

as per drawing and instruction of Engineer-in-

31 Providing and fixing 35 mm thick shutter for door 12.200 Sq.Mt. 3931.1900

having factory made solid core, melamine faced,

three layered resin flushed door of approved

brand and manufacture, with 1 mm thick

decorative laminated sheet on both side with

mm thick and 35 mm x 35 mm specially shaped

moulded teak wood beading fixed around the

door with necessary fixtures and fastenings like

S.S. butt hinges, S.S. Aldrop, S.S. Handle size 15 cm

long, stopper, door closers arrow type etc.

complete as per detail colour & pattern approved

by Engineer-in-charge.

32 Providing and fixing M.S. plain Grills (Safety Grill) / 1619.200 Kg. 114.7284

Shutter of required pattern to wooden frames of

window / Door etc. with M.S. flats at required

spacing and frame all-round square or round bars

with round handed bolts and nuts or by screws,

including primer coat of approved quality and two

coats of oil painting etc. complete.

33 Applying two coats of putty & two coats of 278.000 Sq.Mt. 40.5900

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.

34 Wall painting (two coats) with plastic emulsion 278.000 Sq.Mt. 88.3900

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including thoroughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

35 Wall painting (two coats) with plastic emulsion 86.000 Sq.Mt. 94.1700

paint of approved brand and manufacture on

ceiling and sloping roofs to give an even shade

including thoroughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

36 Finishing wall with weather proof exterior 488.000 Sq.Mt. 122.1400

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials etc.

37 Providing and laying water proofing treatment on 92.200 Sq.Mt. 1031.1500

terrace with broken China mosaic tiles flooring

over average 40 mm C.C. 1:2:4 bedding for

maintaining slope for plain and curve surface &

mm to 20 mm of broken piece of ceramic / glazed

tiles (one for more colour as directed) to be laid

over cement mortar bedding of C. M. 1:3 (1

cement : 3 sand) contain one KG of water

proofing materials per bag of OPC at plain or / and

slops and to be tempered to bring mortar ceramic

up to surface with using white cement and colour

pigment, including rounding of junctions and

extending them up to 15 cm along the wall and

curing with bends any patterns or design as per

drawing and cleaning by using oxalic acid etc.

38 Providing and fixing water closet squatting pan 2.000 Nos. 1545.3900

(Indian type W.C. pan) size 580 mm (Including 'P'

or 'S' trap, foot rests and excluding earthwork,

bed concrete) Including providing and fixing

mm size “P” or “S” trap for water closet squatting

pan including jointing the trap with the pan and

soil in cement mortar 1:1 (1 cement : 1 coarse

sand) including P & F in cement mortar 1:3 (1

cement : 3 coarse sand) A pair of white vitreous

china 250 mm x 130 mm x 30 mm foot rest for

long pattern squatting pan water closet, including

P & F G.I. inlet connection for flush pipe with W.C.

pan (A) Vitreous china - (i) Long pattern-white

39 Providing and fixing Wash basin with single hole 2.000 Nos. 2318.3000

for pillar tape with C.I. or M.S. brackets painted

white including cutting holes and making good the

same but excluding fittings. (A) vitreous china : (ii)

Flat back wash basin 550 mm x 400 mm size, (i) in

white colour, including fixing 32 mm dia C.P. Brass

waste pipe, 32 mm dia M. I. Fisher union, 15 mm

dia stop tap and 15 mm dia capstan head pillar

tap, screw down high pressure with screws shanks

and back nuts & inlet & outlet connections for

wash basin etc. complete.

40 Providing erecting and fixing double coated ISI 2000.000 Litre 3.9500

water tank of required capacity each with all

necessary fittings and connection etc. complete

41 Providing and fixing screw down bib taps of 6.000 Nos. 186.8300

following size.(B) Brass chromium plated screws

down Bib Tap. (i) 15mm dia.

42 Providing and fixing concealed Cock of premium 2.000 Nos. 808.0000

make with necessary other materials and piping

connections etc. complete as directed by Engineer-

43 Providing and fixing Angle Cock of premium make 4.000 Nos. 606.0000

with necessary other materials and piping

connections etc. complete as directed by Engineer-

44 Providing and fixing C.P. brass towel rail complete 2.000 Nos. 616.4200

with C.P. brass brackets fixed to wooden plugs

with C.P. brass screws.(B) 600mm x 20mm size.

45 Providing and fixing PVC SWR Nahni trap IS 14735 2.000 Nos. 614.1900

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

46 Providing and fixing 600mm x 450mm bevelled 2.000 Nos. 859.4100

edge mirror of superior glass mounted on 6mm

thick A.C. sheet or plywood sheet and fixing to

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

47 Constructing brick masonry chamber for 2.000 Nos. 3660.7600

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.(ii) Inside

dimensions 500mm x 700 mm and 450mm deep

for pipe line with one or two inlets.

48 Providing and fixing S.W. gully trap with C.I. 4.000 Nos. 1246.9200

grating brick masonry chamber and water tight

C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth

traps.(B) 150mm x 100mm size P or R type

49 Providing and Fixing PVC Spigot and Socket Soil 30.000 Rmt 280.2300

waste and Ventilating Pipe of the following

nominal size 75 mm dia.

50 Providing and Fixing P.V.C. Spigot and Socket Soil 20.000 Rmt 339.0500

waste and Ventilating Pipe of the following

nominal size 110 mm dia.

51 Providing and fixing M.S. fan clamps type 1 of 16 8.000 Nos. 136.7500

mm. dia M.S. bar bent to shape with hooked ends

to R.C.C. slabs during laying including painting the

exposed portion of the loops all as per standard

design complete.

52 Providing laying and jointing in true line and level 60.000 Rmt 72.6500

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

53 Providing laying and jointing in true line and level 40.000 Rmt 91.84

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

54 Providing Sock well of inside Dimension 3.00 mt. 2.000 Nos. 40086.90

Deep & 2.00 mt. Dia. Incl. Excavation, honey

comb masonary work in C.M. 1:6 incl. Covering

the top with slab and providing mainhole cover

incl. Providing vatas and curing etc. complete..

55 Constg Septic tank Including Excavation,B.B.C.C. 2.000 Nos. 22642.17

1:5:10, with brick masonarry wall in C;M 1:6

finished with Cement plaster in C;M; 1:3 incl.

partition with half brick masonary.Etc complete.

56 Bala concept drawings on walls as per the 2.000 Job. 16160.00

instruction of Engineer in charge

57 Providing and fixing pre-cast Rubber Dye / steel 29.400 Sq.Mt. 700.7400

Dye inter locking concrete block 60mm thick with

grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with

sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

58 Supplying and fixing slide, seesaw and swing 2.000 Job. 39895.00

combo set as per the instruction of Engineer in

59 White washing with lime on wall surface (two 150.000 Sq.Mt. 13.3017

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust;

mortar drops and other foreign matter.

60 Painting two coats (excluding priming coat) on 9.000 Sq.Mt. 134.7340

new steel and other metal surface with enamel

paint, brushing,interior to give an even shade

including cleaning the surface an even shade

including cleanicn the surface of all dirt, dust and

other foreign matter.

61 Providing and Fixing SS 304 Foldable Checking bed 2.000 Nos 4141.00

having size 1.50 X 0.60 X 0.75 mm including using

of 25mm dia pipe, SS 2mm thick, matter of

(1") of 40 density, cover with regine cloth of

approved quality etc completed as directed by

Engineer incharge.

62 Providing and Placing IT wood writing table having 2.000 Nos 7575.00

size 1.50 X 0.75 X 0.75 mt with one side drawer

with using of 19mm thick WP wood, top cover

with 1 mm thick wood type Formica including

using of all necessary material & labour etc

completed as directed by Engineer incharge

63 Providing and fixing Fabric cloth Curtain having 20.000 Mtr. 424.20

length 1.8 mtr for covering of checking area

including using of alluminum sliding channel etc

complete as directed by Engineer incharge.

64 Providing and Fixing of SS 304 Hanger for bag 40.000 Nos 176.75

including using all necessary materials like SS rail,

screw etc completed as directed by Engineer

65 Providing and Fixing pin cushion display board 2.000 Nos 606.00

having size 1.20 X 0.75 mt including using of

alluminum section frame, 18mm thick WB

plywood, nevy blue Cushion cloth pin etc

completed as directed by Engineer Incharge.

66 Providing and fixing PVC modular kitchen cabinet 5.000 Sq.mt 4242.00

consisting of base and wall units, made from high

quality rigid PVC boards (minimum 15–18 mm

thick), including shutters, shelves, drawers, SS

hinges, telescopic channels, handles, magnetic

locks, necessary fittings, cutting, fixing, complete

as per design and direction of Engineer-in-charge.

67 Providing and fixing foldable MS ladder having 100.000 Kg. 79.79

0.90mt wide & 3.60mt long including rod hinge

arrangment at middle with ladder including one

coat of red oxide & two coats of oil paint etc

completed as directed by Engineer incharge.

68 Providing and fixing of hook of 10mm or 12mm 2.000 Nos. 282.80

dia including drilling hole, fixing of male- female

thrade fastner sealing the same with appoxy

compound, finishing the same etc complete as

directed by Engineer incharge.

69 Providing and fixing medical device & equipment 2.000 Nos. 1313.00

standio meter height measuring scale 2.10mt long

including fixing in wall with using of all heavy SS

screw, rail etc complete as directed by Engineer

70 Providing and supplying standard PVC (Polyvinyl 4.000 Nos. 1010.00

chloride) Chair with handle of approved design

and make as directed by Engineer incharge.

71 Providing and supplying standard PVC (Polyvinyl 4.000 Nos. 606.00

chloride) Stool having size 3.75 X 0.60 X 0.45mtr

of approved make as directed by Engineer

72 Providing & fixing ABC type fire extinguisher 4 kg 2.000 Nos. 1515.00

ISI marked complete

I/We am/are willing to carry out the work at…% 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 Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Division Panchayat R & B Sub Division

Notes 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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.