Vivekadin Jogvay 2025-2 Construction of New Anganwadi Building at Dhakmal Tal. Vansda, Dist.Navsari.

Name of Work:- 2025-26 Vivekadhin Jogvay Construction of New Anganwadi Building at Dhakmal

Tal. Vansda, Dist. Navsari.

: : 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 33.30 Cum. 120.01

sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 M lead (A)

Loose or Soft Soil

2 Excavation for foundation for depth from 1.5 m to 3.0 13.70 Cum. 133.05

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil

3 Filling in plinth with sand under floors including 9.30 Cum. 471.69

watering ramming, consolidating and dressing

4 Filling available excavated earth (excluding rock in 37.20 Cum. 133.65

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering)

5 Filling in foundation and plinth with murrum or 20.20 Cum. 296.29

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete

6 Providing and laying cement concrete 1:3:6 (1- 3.80 Cum. 3060.65

Cement : 3- Coarse sand : 6- Graded brick bat

aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A) Foundation and

7 Providing and laying cement concrete 1:1.5:3 (M-200) 5.00 Cum. 4764.17

and curing 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 Footing

8 Providing and laying cement concrete 1:1.5:3 (M-200) 1.70 Cum. 9626.31

and curing 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 below

plinth columns.

9 Providing and laying cement concrete 1:1.5:3 (M-200) 4.10 Cum. 6213.52

and curing complete including the cost of form work

but excluding cost of reinforcement for reinforced

concrete work for Ground Beam.

10 Brick work using common burnt clay building brick 3.70 Cum. 4121.55

having crushing strength not less than 35 kg/sq. cm.

in foundation and plinth in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention

11 Providing and laying Cement Concrete 1:1.5:3 (M 200) 5.40 Cum. 4649.03

and curing complete Including the cost of formwork

But Excluding the cost of reinforcement for reinforced

concrete work in R.C.C. Plinth Slab.

12 Providing and laying cement concrete 1:1.5:3 (M 200) 2.40 Cum. 9767.71

and curing complete including the cost of form work

but excluding cost of reinforcement for reinforced

concrete work for Column in Goround Floor

13 Providing laying cement concrete 1:1.5:3 (M 200) and 0.40 Cum. 9808.10

curing 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 laying cement concrete 1:1.5:3 (M 200) and 3.70 Cum. 6904.36

curing 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

15 Providing and laying cement concrete 1:1.5:3 (M 200) 0.50 Cum. 8596.12

and curing complete including the cost of form work

and excluding the cost of reinforcement for reinforced

concrete work in (c) Lintel in Ground Floor

16 Providing and laying cement concrete 1:1.5:3 (M 200) 0.20 Cum. 10379.75

and curing complete including the cost of form work

and excluding the cost of reinforcement for reinforced

concrete work in (c) Chajja in Ground Floor

17 Providing and laying cement concrete 1:1.5:3 (M 200) 5.20 Cum. 9520.26

and curing complete including the cost of form work

but excluding cost of reinforcement for reinforced

concrete work for Slab in Ground Floor

18 Providng TMT bars renforcement of FE 500 / 500D for 2702.00 Kg. 77.29

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

position complete for all floor.

19 Brick work using hydraulically pressed common burnt 15.50 Cum. 4403.40

clay building brick having crushing strength not less

than 35 kg/sq. cm. in super structure above plinth

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

Cement: 6 fine sand) (B) Convention for G.F

20 Half brick masonary in hydraulically pressed common 18.70 Sqmt 734.29

burnt clay building bricks having crushing strenght not

less than less than 35 kg/sq. cm. in cement Mortar 1:3

( 1 Cement : 3 coarse sand) in superstructure above

plinth level up to floor two level Conventional (GF)

21 Half brick masonary in hydraulically pressed common 12.80 Sqmt 740.44

burnt clay building bricks having crushing strenght not

less than 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 superstructure above plinth level up

to floor two level Conventional (FF)

22 Providing and laying Machine cut, Free edges, 2.60 Sqmt 2249.88

Machine polished 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.)

23 Providing and fixing 35 mm thick shutters for Doors, 7.50 Sqmt 5338.30

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and fastenings

including primer coat of approved quality and two

coats of oil painting etc, complete. (ii) Fully Panelled.

24 Providing and fixing standared extruded of alluminium 1.10 Sqmt 1175.56

section of size 63mm x 38.10mm x 1.2mm (Jindal

Section :2434, @ Wt. 0.643 Kg/mt) with colour

Powder Coated alluminium frame for ventilation with

5 mm thick frosted glass as details etc complete for

25 Providing 15mm thick cement plaster in single coat on 238.50 Sqmt 225.50

Rough (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) and Extra add for finishing with a floating coat

of neat cement slurry with all lead and lift.

26 Providing 20 mm thick double coat mala cement 128.00 Sqmt 279.29

plaster on brick / concrete work for plastering

comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand)

in rough finishing and 8 mm thick top coat of cement

mortar 1:2 (1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc. complete.

27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 45.10 Sqmt 1053.32

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 DARK shade.

28 Providing and laying Ceramic tiles 6mm thick (vitrified 13.53 Sqmt 997.88

8 mm thick tile) in skrting risers of steps and dedo on

10mm thick cement plaster 1:3 (1-cement : 3-coarse

sand) and jointed with white cement slurry

29 Providing and laying polished kota stone slab 25mm 4.00 Sqmt 1089.18

thick in risers of steps,skirting Dedo and pillars laid on

10mm thick cement mortar 1:3 (1-Cement : 3 coarse

sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.

30 Providing and laying water proofing treatment with 53.00 Sqmt 1165.64

broken china mosaic flooring by conventional method

including cleaning the slab surface by wire brush as

directed including provding first layer of C.M. 1 :4 of

40 mm thickness mixed with water proofing

compound at rate prescribed by manufacturer,

including putting of brick bats of average thickness

mm Well immerssed in water laid uniformly on first

layer of mortar including applying cement slurry @

rate of 0.08 bag/sqm. on fixed layer of brick bats

including maintaining necessary slope, in second layer

40 mm thick C.M 1 :4 mixed with water proofmg

compound as directed, including fmishing smooth with

cement slurry as directed complete.and using 12 mm

to 20 mm broken pieces of Glazed tiles to be paid

over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out up to surface

using white cement including rounding offjunctions

and extending them up to 15 cm along the wall,

clearing with water and oxalic acid etc. as directed.

31 Providing & laying and jointing in true line and level 25 20.00 Rmt. 148.12

mm dia 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

32 Providing & laying and jointing in true line and level 25 12.00 Rmt. 91.84

mm dia 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

33 Providing & laying and jointing in true line and level 15 12.00 Rmt. 72.65

mm dia 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

34 Providing and fixing water closet squatting Pan (Indian 1.00 Nos. 970.17

type W.C. Pan) size 580mm (Earthwork, bed

concrete, foot reste and trap to be measured and paid

for separately) (A) Vitreous China.(I) Long pattern =

35 providing and fixing SWR nanhi trap of the following 2.00 Nos. 629.38

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

36 Providing and fixing S.W. gully trap with C.I. grating 1.00 Nos. 1246.92

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

37 Providing and fixing brass screw down stop tap.(A) 3.00 Nos. 205.83

38 Providing and fixing ball cock of approved. quality as 2.00 Nos. 102.91

directed.(B) Abonite (ii) 25mm dia.

39 Providing and fixing UPVC spigot and socket soil, 5.00 Rmt. 741.01

waste and ventilating pipes of the following nominal

size. (B) 75mm dia.

40 Providing and fixing UPVC spigot and socket soil, 5.00 Rmt. 892.39

waste and ventilating pipes of the following nominal

size. (B) 100mm dia.

41 Providing and fixing to wall ceiling and floor 10.0 Kg. 15.00 Rmt. 339.05

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor.(G)110 mm

42 Constructing brick masonry chamber for underground 1.00 Nos. 3660.76

C.I. 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.(ii) Inside

dimensions 500mm x 700 mm and 450mm deep for

pipe line with one or two inlets.

43 providing and fixing in position cowl vent to pipe (II) 2.00 Nos. 505.17

44 Providing and fixing G.I. Rain water spout of 50mm 14.44 Rmt. 101.91

dia. and 30cm. length.

45 Wall painting (two coats) with plastic emulsion paint of 238.50 Sqmt 81.05

approved brand and manufacture 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

46 Finishing wall with weather proof exterior emulsion 128.00 Sqmt 117.40

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 complete

47 Constructing Brick masonry road gully chamber 3.00 Nos. 2017.19

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame complete.

48 Constructing brick masonry chamber for underground 1.00 Nos. 52223.06

chamber (Kharkuva) with bricks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 with

(R.C.C. top slab with 1:2:4 mix including Beams (1-

cement : 2- coarse sand : 4-graded stone aggregate

20mm size) foundation concrete 1 : 4 : 8 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 2.00 mt.

dia x 1.25 mt deep = 5.00 Cu.mt. for pipe line with one

49 Providing erecting and fixing double coated Syntex 1000.00 Litre 3.95

PVC. (ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on

50 Steel work, riveted in built up sections framed work 7.32 Qui 5889.50

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A) In beams

and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins conneted to

common rafters and the like.

51 Providing corrugated G.I. sheet of class-3 roofing 61.02 Sqmt 734.19

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead

complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

52 Constructing Sandwitch Platform of 18 mm thick 3.12 Sqmt 3963.24

Polished Black Granite at top and 25 mm thick Kota

stone slab using cement mortar 1:3 for sandwitch and

fitting at Bottom and edgeswith water proof regid

adhesives including making necessary grooves in

wall with Vertical Kota stone 30 mm x 2 No.

sandwitch thick every 60 cm center to center

including all labour material of approved quality

including full moulded round front edge fixed in wall

for partition and jointed with grey cement slurry

including rubbing and polishing etc. complate.

53 Wall Painting of difrent type of pictures, Alphabet 1.00 Nos. 16160.00

Chart, Number Chart, Birds and animals Pictures,

Pyramid and Nundghar Logo etc.. with oil paint as per

instruction by Engineer-In-Charge and ICDS Norms.

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

*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.

Deputy Executive Engineer Executive Engineer

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

Signature of the contractor