Nirmal Gujarat 2.0 (Gramin) Yojna 2024-25 Const. of Public accessible Toilet Block in Gusmai mata Temple At Village Padamdungari Ta. Dolvan Dist.Tapi.

Name of Work:-. Const. of Public accessible Toilet Block in Gusmai mata Temple At Village Padamdungari Ta.

Dolvan Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out and 59.07 Cum. 261.82

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 17.55 Cum. 292.87

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, 38.31 Cum. 133.66

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 layers 47.41 Cum. 289.07

of 20cm thickness including watering ramming and consolidating etc.

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 4.24 Cum. 3713.67

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 controlled cement concrete M.200 and curing 9.85 Cum. 4290.69

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete. (more than 10 ton)

7 Providing and laying controlled cement concrete M-200 and curing 2.49 Cum. 8811.15

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Column upto plinth

8 Providing and laying controlled cement concrete M.200 and curing 9.69 Cum. 6375.70

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts,

upto floor two level. (more than 10 ton

9 Brick work using common burnt clay building brick having crushing 3.84 Cum. 4121.55

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 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 10.20 Cum. 4083.72

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)

11 Providng TMT bars renforcement of FE 500/500D for R.C.C. work 7119.69 kg 77.29

including bending binding and placing in position complete for all

12 Providing and laying controlled cement concrete M.200 and curing 4.10 Cum. 8811.19

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts,

upto floor two level. (more than 10 ton)

13 Providing and laying controlled cement concrete M.200 and curing 0.81 Cum. 8852.65

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts,

upto floor two level. (more than 10 ton)

14 Providing and laying controlled cement concrete M.200 and curing 9.03 Cum. 6824.99

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. (more

15 Providing and laying controlled cement concrete M.200 and curing 11.42 Cum. 7092.21

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. (more

16 Brick work using common burnt clay building brick having crushing 34.39 Cum. 4403.40

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 91.04 Sqmt 679.80

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 39.06 Sqmt 2506.93

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

19 Providing and fixing 35mm thick factory made moulded door shuter 22.34 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

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 2.84 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

Kg/mt, vertical member of size 40mm x 18mm x 1.29 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 details etc

21 Providing & fixing M.S. grill / M.S. door of required pattern to wooden 97.02 kg 160.59

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 349.85 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 brick/conceret 88.98 Sqmt 145.12

wall for interior plastering finished even and smooth (ii) cement

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

24 20 mm thick sand faced cement plaster with on wall upto all height 183.07 Sqmt 339.15

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 (average) 50.65 Sqmt 1059.84

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 (more than 10 ton)

26 Providing and laying coloured glazed tiles of the size 300 mm x 300 196.27 Sqmt 922.88

mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps

and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse

sand) & jointed with white cement slurry.

27 Providing and laying polished Kota stone slab flooring over 20mm 3.60 Sqmt 1010.92

(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 101.80 Sqmt 765.98

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 Finishing wall with water proofing cement paint of on wall surface ( 183.07 Sqmt 117.41

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

shape even shade after throughtly brushing of loose powered

30 Wall painting (two coats) with plastic emulsion paint of approved 438.84 Sqmt 86.60

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.

31 Providing & laying and jointing in true line and level 40 mm dia UPVC 10.00 rmt 447.73

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)

32 Providing & laying and jointing in true line and level 25 mm dia UPVC 30.00 rmt 91.84

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)

33 Providing & laying and jointing in true line and level 15 mm dia UPVC 40.00 rmt 72.65

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)

34 Providing and fixing wash down water closet (European type, W.C. 10.00 Nos. 3998.03

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

35 Providing and fixing washbasin with single hole for pillar tap with C.I. 6.00 Nos. 1485.41

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.

36 Providing and fixing screw down bib taps of following size.(B) Brass 14.00 Nos. 186.83

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

37 providing and fixing cast iron(spun) nanhi trap of the following 16.00 Nos. 635.91

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

grating including cost of cutting and making good the walls floos

mm inlet and 50 mm out let etc complete

38 Providing and fixing S.W. gully trap with C.I. grating brick masonry 8.00 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

39 providing and fixing cast iron spigot and socket soil waste and 35.00 rmt 741.01

ventilating pipe of the following nominal size 75 mm dia.

40 providing and fixing cast iron spigot and socket soil waste and 30.00 rmt 892.39

ventilating pipe of the following nominal size 100 mm dia.

41 providing and fixing in position cowl vent to pipe (II) 100mm 4.00 Nos. 505.18

42 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. 4.80 rmt 101.91

43 Constructing brick masonry chamber for underground C.I. Inspection 1.00 Nos. 2932.93

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

44 Constion of Khar kuva of external dimentions 2.9 x 1.98 x 1.5 mt. 1.00 Nos. 37502.31

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

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

executed according to the nstructions, given by the Engineer

45 Providing erecting and fixing double coated ISI water tank of required 2000.00 liter 3.91

capacity each with all necessary fittings and connection etc.

complete on terrace

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