Reti Kankar 2025-26. Const. of Beautification work kachrapeti shed untile bridge near riverbank at village Rumkitalav Ta.Uchchhal Dist.Tapi.

Name of Work:- Reti Kankar Yojna 2025-26 Const. of Beautification work kachrapeti shed untile

bridge near riverbank at village Rumkitalav Ta.Uchchhal Dist.Tapi.

: : 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 314.55 Cum 261.85

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

2 Filling available excavated earth (excluding rock in 159.98 Cum 133.66

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering)

3 Providing and laying cement concrete 1:2:4 (1- 20.23 Cum 3713.67

Cement : 2- Coarse 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)

4 Providing and laying controlled cement concrete 52.02 Cum 4517.06

M.250 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of columns and

Mass concrete. (more than 10 ton)

5 Providing and laying controlled cement concrete M- 9.42 Cum 8927.32

250 and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Column upto plinth level.

6 Providing and laying controlled cement concrete 18.93 Cum 6073.51

M.250 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts, upto floor two

level. (more than 10 ton

7 Brick work using common burnt clay building brick 16.11 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

8 Providng TMT bars renforcement of FE 500/500D for 15373.32 Kg 77.29

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

position complete for all floor.

9 Providing and laying controlled cement concrete 16.60 Cum 8886.63

M.200 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts, upto floor two

level. (more than 10 ton)

10 Brick work using common burnt clay building brick 137.12 Cum 4403.40

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 ( 1 Cement: 6 fine sand)

(B) Convention for G.F

11 Providing 15mm thick cement plaster in single coat on 763.28 Sqmt 175.97

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

12 20 mm thick sand faced cement plaster with on wall 833.70 Sqmt 339.15

upto all height 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 :

sand) etc. complete.all height etc. complete

13 Finishing wall with water proofing cement paint of on 687.30 Sqmt 117.41

wall surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

14 Wall painting (two coats) with plastic emulsion paint of 906.10 Sqmt 86.60

approved 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.

15 Earthwork in cuting in all sorts of soil and soft murrum 1298.53 Cum 130.94

including conveying and spreading the stuff,

embankment as and where directed within 200meters

from the end of the cutting with all required lead and

16 Earth work for embankment including breaking clods 2308.50 Cum 173.67

dressing with all lead & lifts and including watering

rolling and consolidation of sub grade in layers of

O.M.C. to required dry density including filling in

depressions which occure during the process using

vibratory roller 80 to 100 KN (E) From borrow area

within 3.00 Km Lead

17 Consructing of granular sub-base Gr-II by providing 197.88 Cum 1157.46

course graded B.T. machine crushed material

satisfying MOST specification of grading II including

spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

18 Providing and fixing pre-cast Rubber Dye / steel Dye 1406.52 Sqmt 704.08

inter locking concrete block 60mm thick with grade of

concrete M300 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.

19 Providing and fixing pre-cast concrete kerb stone of 573.79 rmt 704.08

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

20 Supplying of screened cleaned pea (rounded) gravel 342.75 cumt 185.89

of following sizes)(B) Supplying of unscrened gravel

21 Excavation for foundation for depth from 1.5 m to 3.0 12.60 cumt 292.24

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (D) Soft rock not requiring Blasting

22 Filling in foundation and plinth with murrum or 12.64 cumt 289.95

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete

23 Providing and laying cement concrete 1:2:4 (1- 3.95 Cum 4093.12

Cement : 2- Coarse 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)

24 Providing and laying controlled cement concrete 4.50 Cum 6767.93

M.200 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (C) Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

(more than 10 ton)

25 Steel work, welded in built up sections framed work 2.35 M.T 9951.07

including cutting, hoisting, fixing in position and

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

trussses and trussed purlins, upto 25 M. span and

M. ovarall height.

26 Providing and laying controlled cement concrete 0.37 Cum 8852.65

M.200 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts, upto floor two

level. (more than 10 ton)

27 Providing and laying controlled cement concrete 3.90 Cum 7418.29

M.200 and curing complete the cost of formwork but

excluding reinforcement for reinforced concrete work

in (C) Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

(more than 10 ton)

28 Half brick masonry in common brunt clay building 32.38 Sqmt 679.80

bricks having crushing strength not less than

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

29 Providing and laying Machine cut, Free edges, 23.17 Sqmt 2506.93

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

30 Providing and fixing 35mm thick factory made 16.21 Sqmt 2152.31

moulded door shuter 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.

31 Providing and fixing window having extruded 2.03 Sqmt 1583.96

aluminum Colour 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

mmx18mm x1.29mm @ wt.of 0.456 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

32 Providing & fixing M.S. grill / M.S. door of required 100.80 Kg 160.59

pattern to 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.

33 Providing 10mm thick cement plaster in single coat on 26.42 Sqmt 145.12

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.

34 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 18.91 Sqmt 1059.84

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 (more than

35 Providing and laying white glazed tiles 6mm thick in 79.41 Sqmt 922.80

skrting risers of steps and dedo on 10mm thick

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

jointed with white cement slurry

36 Providing and laying polished Kota stone slab flooring 5.00 Sqmt 1010.92

over 20mm (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.

37 Providing and laying broken chine mosaic flooring for 28.77 Sqmt 765.98

terrace using 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

38 Providing & laying and jointing in true line and level 40 10.00 rmt 447.73

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)

39 Providing & laying and jointing in true line and level 25 20.00 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)

40 Providing & laying and jointing in true line and level 15 20.00 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)

41 Providing and fixing wash down water closet 2.00 Nos 3998.03

(European type, W.C. 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

42 Providing and fixing water closet squatting Pan 5.00 Nos 1426.86

(Indian type W.C. Pan) size 580mm Including

Providing and fixing 100mm size P or S trap for water

closet squatting pan including jointing the trap with the

pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-

Fine sand)(A) Vitreous China. Including of Providing

and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse

sand)a, pair of white vitreous China 250mm x 130mm

x 30mm footrest to long pattern squatting pan water

closet. (A) Vitreous China.(I) Long pattern = White

43 Providing and fixing washbasin with single hole for 2.00 Nos 2067.88

pillar tap with 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.

44 Providing and fixing Urinal of approved quality inclding 3.00 Nos 1062.18

connection the urinal the urinal with waste pipe tap etc

complete (A) white earthnware flat back or corner type

size 430mm x 260mm x 3500 mm including fixing CP

Brass waste pipe white earthen ware flate back or

corner type size 130 x 260 x 350mm

45 Providing and fixing screw down bib taps of following 7.00 Nos 186.83

size.(B) Brass chromium plated screws down Bib Tap.

46 Providing and fixing chromium plated brass half trun 7.00 Nos 263.72

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.

47 providing and fixing cast iron(spun) nanhi trap of the 10.00 Nos 635.91

following 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

48 Providing and fixing S.W. gully trap with C.I. grating 7.00 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

49 providing and fixing cast iron spigot and socket soil 20.00 rmt 741.01

waste and ventilating pipe of the following nominal

size 75 mm dia.

50 providing and fixing cast iron spigot and socket soil 20.00 rmt 892.39

waste and ventilating pipe of the following nominal

size 100 mm dia.

51 providing and fixing in position cowl vent to pipe (II) 6.00 Nos 505.18

52 Providing and fixing G.I. Rain water spout of 50mm 4.80 rmt 101.91

dia. and 30cm. length.

53 Constructing brick masonry chamber for underground 2.00 Nos 2932.93

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.(i) Inside

dimensions 455mmx 610mm and 450mm deep for

single pipe line.

54 Providing erecting and fixing double coated ISI water 1000.00 Liter 3.92

tank of required 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

*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