Const. of Aganwadi Kendra in Various Villages of Waghai Taluka Pkg No.8 Total 5 Nos.

Name of Work:-ICDS YEAR 2026-27 Const. of Aganwadi Kendra in Various Villages of Waghai Taluka Pkg No.8

Total 5 Nos.[1]Const. of New Anganwadi Building At Village Kalibel -2 Ta. Waghai Dist.Ahwa Dang.[2]Const. of

New Anganwadi Building At Village Ghodi -2 Ta. Waghai Dist.Ahwa Dang.[3]Const. of New Anganwadi Building

At Village Sarvar-2 Ta. Waghai Dist.Ahwa Dang.[4]Const. of New Anganwadi Building At Village Divadiyavan Ta.

Waghai Dist.Ahwa Dang.[5]Const. of New Anganwadi Building At Village Kushmal Ta. Waghai Dist.Ahwa Dang.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out 189.85 Cum. 275.33

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 35.55 Cum. 309.04

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring

3 Filling available excavated earth (excluding rock in trenches plinth, 112.70 Cum. 137.48

slides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering)

4 Filling in foundation and plinth with murrum or selected soil in 61.95 Cum. 304.60

layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 54.10 Cum. 3824.11

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

complete excluding cost of formwork in (A) Foundation and Plinth

(more than 10 ton)

6 Providing and laying cement concrete 1:1.50:3 (M-200) and curing 31.55 Cum. 4726.60

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Foundations,

footings bases of columns and the like and Mass concrete for

7 Providing and laying cement concrete 1:1.5:3 (M 200) and curing 5.70 Cum. 8933.73

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for below plinth

8 Providing and laying cement concrete 1:1.5:3 (M-200) and curing 19.25 Cum. 6422.65

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Ground Beam.

9 Brick work using common burnt clay building brick having crushing 4.90 Cum. 4279.98

strength not less than 35 kg/sq. cm. in foundation and plinth in

cement mortar 1:6 ( 1 Cement: 6 fine sand) (B) Convention

10 Providng TMT bars renforcement of FE 500/500D for R.C.C. work 17156.20 kg 77.29

including bending binding and placing in position complete for all

11 Providing and laying cement concrete 1:1.5:3 (M 200) and curing 17.00 Cum. 9596.44

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Column in Goround

12 Providing and laying cement concrete 1:1.5:3 (M 200) and curing 1.65 Cum. 9931.33

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Column in First

13 Providing laying cement concrete 1:1.5:3 (M 200) and curing 18.35 Cum. 6980.67

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

excluding the cost of reinforcement of reinforced concrete work in

(C) Beams, Girders and Cantileve for Ground Floor

14 Providing and laying cement concrete 1:1.5:3 (M 200) and curing 1.05 Cum. 4578.86

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

reinforcement for reinforced concrete work in (c) Lintel in Ground

15 Providing and laying cement concrete 1:1.5:3 (M 200) and curing 28.75 Cum. 9852.42

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Slab in Ground

16 Brick work using common burnt clay building brick having crushing 110.35 Cum. 4575.58

strength not less than 35 kg/sq. cm. in super structure above plinth

level up to floor two level in cement mortar 1:6 ( 1 Cement: 6 fine

sand) (B) Convention for G.F

17 Half brick masonry in common brunt clay building bricks having 55.95 Sqmt 704.15

crushing 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

18 Providing and laying Machine cut, Free edges, Machine polished 68.80 Sqmt 2454.91

Granite stone slab 18 mm thick Single Piece For doors and

Windows Cill and Jambs Cladding as per design including Full

moulded Round front edge and 1 cm nosing and laid on 20 mm

thick cement mortar 1:6 (1 cement : 6 coarse sand) and jointed

with gray cement slurry including rubbing and polishing etc.

complete (As per R.A.)

19 Providing and fixing 35mm thick factory made moulded door shuter 29.10 Sqmt 2152.31

consisting of solid core single/two leaf flush door of 30mm

thickness, lipped with 15mm (5mm x 3) thick x 30mm width on one

stiles and top rail and 10mm (5mm x 2) thick x 30mm width on the

other stiles and bottom rails. The inner panel laminated with 2mm

thick termite proof, water proof and fire resistant moulded PVC

sheet with 2,4,6 raised panel design in different plain and /or prelim

colours on one side after routing the moulded design on flush door

and 2mm plain and/or prelim PVC sheet on other side using rubber

adhesive on flush door and solvent cement adhesive on the PVC

liping etc. complete as per direction of Engineer in charge,

manufacture’s specification and drawing

20 Providing and fixing window having extruded aluminum Colour 34.55 Sqmt 1583.96

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

@ wt.of 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 x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/mt/ with 5 mm thick transparent bronze

colour tinted float glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame as per

21 Providing & fixing M.S. grill / M.S. door of required pattern to 675.90 kg 168.67

wooden frames of windows/ brick masonry with necessary M.S.

angle, M.S. pipe, M.S. flats and other structural steel at required

spacing and frame alround square or round bars with round

headed bolts and nuts or by screws (Plain Grills) Including primer

coat of approved quality and two coats of oil paintings etc.

complete as directed.

22 Providing 15mm thick cement plaster in single coat on Rough 860.20 Sqmt 176.10

(Similar)side 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)

23 Providing 10mm thick cement plaster in single coat on 218.25 Sqmt 158.36

brick/conceret wall for interior plastering finished even and smooth

(ii) cement mortar 1:3(1 cement:3 sand) and mala trovel finished

etc. complete.GF

24 20 mm thick sand faced cement plaster with on wall upto all height 592.35 Sqmt 365.96

above ground level consisting 12 mm thick backing coat of c.m. 1:3

(1 cement : 3 sand ) and 8 mm thick finishing coat of cm 1:1 (1

cement : 1 sand) etc. complete.all height etc. complete.

25 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 246.55 Sqmt 1123.52

(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

26 Providing and laying white glazed tiles 6mm thick in skrting risers 153.45 Sqmt 1091.97

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

coarse sand) and jointed with white cement slurry

27 Providing and laying polished Kota stone slab flooring over 20mm 42.80 Sqmt 1019.39

(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)

28 Providing and laying broken chine mosaic flooring for terrace using 246.50 Sqmt 779.70

12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white cement including

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

29 (A) Providing and laying internal cement based water proofing 246.50 Sqmt 899.41

treatment including preparation of surface as required for tretment

of roofs, balconies, terrace,etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

kg/sqm of cement admixed with proprietary water proofing

compound conforming to IS : 3645 over the R.C.C. slab including

cleaning the surface before tretment.

(b) Laying cement concrete using brocken bricks/brickbats 25 mm

to 100 mm size with 50% of cement mortar 1:5 admixed with

proper water proofing compound confirming to IS : 2645 over

mm thick layer of cement mortar of mix 1:5 admixed with

proprietary water proofing compound confirming to IS : 2645 to

required slope and treting simillary the adjoining walls up to

mm height including of junction of walls and slabs.

(c) After two days of proper curing applying a second coat of

cement slurry admixed with proprietary water proofing compound

confirming to IS :

(d) Finishing the surface with 20 mm thick joinless cement mortar

of mix 1:4 admixed with proprietary water proofing compound

confirming to IS : 2645. and finally finishing the surface with neat

cement slurry and making of 300 x 300 mm square.

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curring and for final test. all

above operations to be done in order and as directed and specified

by the Eng-in-charge.

30 Finishing wall with water proofing cement paint of on wall surface ( 592.35 Sqmt 122.14

Two coats) to give an approved brand manufacture and of requred

shape even shade after throughtly brushing of loose powered

31 Wall painting (two coats) with plastic emulsion paint of approved 1078.40 Sqmt 91.17

brand and manufacture with on undecorated wall surface to give

an even shade including throughly brushing the surface free from

mortar droppings and other foreign matter and sand papered

smooth along ceilings and sloping roofs.

32 Providing & laying and jointing in true line and level 40 mm dia 75.00 rmt 447.72

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall with

the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 40 mm OD pipe

33 Providing & laying and jointing in true line and level 25 mm dia 50.00 rmt 91.84

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall with

the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 25 mm OD pipe

34 Providing & laying and jointing in true line and level 15 mm dia 90.00 rmt 72.65

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall with

the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 15 mm OD pipe

35 Providing and fixing wash down water closet (European type, W.C. 5.00 Nos. 4018.54

Pan) with integral P or S trap including jointing the trap with soil

pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) inculding

Providing and fixing plastic seat and cover for wash down water

closer with C.P. brass hinges and rubber buffers. (B) Black plastic

seal and cover inculding of Providing and fixing 12.5 Litres low

level flushing cistern with a pair, of C.I. or Mild brackets, complete

with fittings such as lead valve less syphon, 15mm nom.nal size

brass ball valve with polythene float, C.P brass handle unions and

couplings for connections, with inlet, outlet and overflow pipes,

40mm dia. porcelain enamelled flush bend including cutting holes

in walls and making good the same connecting the flush bend with

cistern and closet (overflow pipe to be measured and paid for

separately)(A) Vitreous China (I) In white colour . (A) vitreous

China Pattern :(i) in white colour

36 Providing and fixing washbasin with single hole for pillar tap with 5.00 Nos. 1551.03

C.I. or M.S. brackets painted white including sutting holes and

making good the Providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mmdia.,Providing and fixing pillar tap,

capstan head, screw down high pressure with screws, shanks and

back nuts. (i) 15mm dia.,Providing and fixing brass screw down

stop tap.(A) 15mm dia..(A) Vitreous China:(ii) Flat Back washbasin

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

37 Providing and fixing screw down bib taps of following size.(B) 15.00 Nos. 186.83

Brass chromium plated screws down Bib Tap. (i) 15mm dia

38 providing and fixing cast iron(spun) nanhi trap of the following 10.00 Nos. 666.93

nominal dia of self cleaning design with C L screwed down of

hinged grating including cost of cutting and making good the walls

floos 100 mm inlet and 50 mm out let etc complete

39 Providing and fixing S.W. gully trap with C.I. grating brick masonry 10.00 Nos. 1246.92

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

40 providing and fixing cast iron spigot and socket soil waste and 40.00 rmt 741.01

ventilating pipe of the following nominal size 75 mm dia.

41 providing and fixing cast iron spigot and socket soil waste and 50.00 rmt 892.39

ventilating pipe of the following nominal size 100 mm dia.

42 providing and fixing in position cowl vent to pipe (II) 100mm 10.00 Nos. 505.17

43 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. 12.00 rmt 101.91

44 Constructing brick masonry chamber for underground C.I. 5.00 Nos. 2932.93

Inspection chamber and bends with briocks having croshing

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.(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe lin

45 Constion of Khar kuva of external dimentions 2.9 x 1.98 x 1.5 mt. 5.00 Nos. 39068.82

depth with 1:3:6 PCC along with 0.23 mt thk. brickwork, Top RCC

Slab of 2.6 x 1.7 mt. along with 15 mm plaster on inside faces with

nacessary CI MH, Inlet outlet arrengments, 2 nos of CI Inspection

chamber & provideing a soak pit of 5.0 cmt Volumn. The Soakpit

shall be filled with brick bats with dry masonary work upto top for

45 cm and it should be coverd with Man Hole. The entire work is to

be executed according to the nstructions, given by the Engineer

46 Providing erecting and fixing double coated ISI water tank of 5000.00 liter 3.95

required capacity each with all necessary fittings and connection

etc. complete on terrace

47 Providing and fixing post and pipe railing as per detailed drawing 25.00 rmt 1214.44

including 3 coats of painting to steel works complete.

48 Providing and Fixing SS 304 Foldable Checking bed having size 5.00 Nos. 6060.00

1.50 X 0.60 X 0.75 mm including using of 25mm dia pipe, SS 2mm

thick, matter of 25.4 (1") of 40 density, cover with regine cloth of

approved quality etc completed as directed by Engineer

49 Providing and Placing IT wood writing table having size 1.50 X 0.75 5.00 Nos. 15150.00

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

50 Providing and fixing Fabric cloth Curtain having length 1.8 mtr for 33.75 rmt 858.50

covering of checking area including using of alluminum sliding

channel etc complete as directed by Engineer incharge

51 Providing and Fixing of SS 304 Hanger for bag including using all 100.00 Nos. 252.50

necessary materials like SS rail, screw etc completed as directed

by Engineer Incharge.

52 Providing and Fixing pin cushion display board having size 1.20 X 5.00 Nos. 606.00

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.

53 Providing and fixing PVC modular kitchen cabinet consisting of 11.60 Sqmt 7575.00

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 ofby Engineer Incharge.

54 Providing and fixing foldable MS ladder having 0.90mt wide & 243.00 kg 110.76

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

55 Providing and fixing of hook of 10mm or 12mm dia including drilling 5.00 Nos. 303.00

hole, fixing of male- female thrade fastner sealing the same with

appoxy compound, finishing the same etc complete as directed by

Engineer incharge

56 Providing and fixing medical device & equipment standio meter 5.00 Nos. 1414.00

height measuring scale 2.10mt long including fixing in wall with

using of all heavy SS screw, rail etc complete as directed by

Engineer incharge.

57 Providing and supplying standard PVC (Polyvinyl chloride) Chair 10.00 Nos. 1010.00

with handle of approved design and make as directed by Engineer

58 Providing and supplying standard PVC (Polyvinyl chloride) Stool 10.00 Nos. 606.00

having size 3.75 X 0.60 X 0.45mtr of approved make as directed by

Engineer incharge.

59 Providing & fixing ABC type fire extinguisher 4 kg ISI marked 5.00 Nos. 1515.00

60 Providing and supplying LED Screen including neccesary fiting 5.00 LS 15000.00

complate of approved make as directed by Engineer incharge.

61 Providing and supplying RO Machine including neccesary fiting 5.00 LS 8000.00

complate of approved make as directed by Engineer incharge.

62 Providing and supplying Additonal Building Work 5.00 LS 50000.00

(Utility Area, Additional Stoage in Main Hall and Store Room) as

directed by Engineer incharge.

63 Providing and supplying Additonal Building Work 5.00 LS 55000.00

(Utility Area, Additional Stoage in Main Hall and Store Room) as

directed by Engineer incharge.

I / Weam / are willing to carryout 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 *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In

– Charge for which no extra payment shall bemade.

2 The labourcess 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 the

reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division