Reti Kankar 2025-26 Repairing Work in Sarvajenik Library bulding at Village Khadka Chikhli Ta.Songadh Dist.Tapi.

Name of Work:-Reti Kankar 2025-26. Repairing Work in Sarvajenik Library bulding at Village Khadka

Chikhli Ta, Songadh Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Removing and scraping of old deteriorated 454.30 Sqmt 19.58

plaster of any thickness fromm wall / R.C.C

member including stacking of serviceable

material and disposal of unserviceable from site

of work with all lead and lift

2 Dismentaling tiled of stone floors laid in mortar 184.11 Sqmt 48.21

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

3 Providing and laying Vitrified tiles 8 to 10 mm 7.67 Sqmt 1141.46

thick , 24'' x 24'' in skrting risers of steps and

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

cement : 3-coarse sand) and jointed with white

4 P & L 24" x 24" vitrified 8 mm thick tile flooring 202.06 Sqmt 1397.83

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 antiskit

5 Providing 15mm thick cement plaster in single 212.76 Sqmt 168.62

coat on 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)

6 Providing 10mm thick cement plaster in single 220.93 Sqmt 141.26

coat on 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

7 20 mm thick sand faced cement plaster with on 309.69 Sqmt 329.30

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

8 Finishing wall with water proofing cement paint of 433.68 Sqmt 114.54

on wall surface ( Two coats) to give an approved

brand manufacture and of requred shape even

shade after throughtly brushing of loose powered

9 Wall painting (two coats) with plastic emulsion 433.68 Sqmt 84.80

paint of 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

10 (A) Providing and laying internal cement based 184.11 Sqmt 862.85

water proofing treatment including preparation of

surface as required for tretment of roofs,

balconies, terrace,etc. consisting of following

(a) Applying and grouting a slurry coat of neat

cement using 2.75 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

20 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 300 mm height including of junction of walls

(c) After two days of proper curing applying a

second coat of cement slurry admixed with

proprietary water proofing compound confirming

(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

11 Providing and laying broken chine mosaic flooring 194.16 Sqmt 747.29

for 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

12 Excavation for foundation upto 1.5 m depth 13.74 Cum. 117.08

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

13 Filling in plinth with sand under floors including 0.98 Cum. 460.19

watering ramming, consolidating and dressing

14 Filling available excavated earth (excluding rock 10.85 Cum. 130.39

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

15 Filling in foundation and plinth with murrum or 2.88 Cum. 289.06

selected soil in layers of 20cm thickness

including watering ramming and consolidating

16 Providing and laying cement concrete 1:2:4 (1- 2.92 Cum. 2582.57

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)

17 Providing and laying controlled cement concrete 1.91 Cum. 4173.32

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in foundation,

footings base of column and mass concrete. (A)

18 Providing and laying controlled cement concrete 0.71 Cum. 6964.96

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Column D) Column, Pillers, posts and struts

19 Providing and laying controlled cement concrete 1.29 Cum. 6964.96

M.200 and curing complete inculding the cost of

formwork and Excluding reinforcement for

reinforced concrete work in in All Types of

Column D) Column, Pillers, posts and struts upto

20 Providing and laying controlled cement concrete 0.29 Cum. 7005.21

M.200 and curing complete inculding the cost of

formwork and Excluding reinforcement for

reinforced concrete work in in All Types of

Column D) Column, Pillers, posts and struts upto

21 Providing and laying controlled cement concrete 3.78 Cum. 6256.95

work M200 and curing complete including the

cost of form work but excluding the cost of

reinforcement of reinforced concrete work in

Beams. (E) Beam, upto Plinth

22 Providing and laying controlled cement concrete 1.38 Cum. 6202.41

work M200 and curing complete including the

cost of form work but excluding the cost of

reinforcement of reinforced concrete work in All

Types of Slabs. Ground Floor

23 Providing and laying controlled cement concrete 0.36 Cum. 6831.64

work M200 and curing complete including the

cost of form work but excluding the cost of

reinforcement of reinforced concrete work in

Chajja. Upto Ground Floor

24 Providing and fixing TMT bars Fe-500D steel 1167.15 kg 76.21

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto

floor two level ,Ground Floor , First floor , Terrace

Floor All Floor Level.

25 Brick work using common brunt clay building 0.55 Cum. 4021.02

bricks having crushing strength not less than

kg/sqcm. in foundation and plinth in cement

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground floor upto Plinth

26 Brick work using common brunt clay building 8.43 Cum. 4295.99

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level upto

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

fine sand) etc.comp. (B) Conventional Ground

27 Brick work using hydraulically pressed common 2.67 Cum. 4336.18

burnt 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 ( 1 Cement: 6 fine sand) (B)

Convention for G.F

28 (i) Half brick masonry in common brunt clay 5.25 Sqmt 599.84

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and

plinth (B) Conventional

29 Providing 15mm thick cement plaster in single 50.33 Sqmt 168.62

coat on Rough (Similar)side of single or Full/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) Ground

30 Providing 15mm thick cement plaster in single 11.62 Sqmt 192.01

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering and finished

even and smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand) First Floor

31 Providing & laying 10 mm. thick cement plaster in 10.50 Sqmt 151.44

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1

cement : 4 sand) Ground Floor

32 20mm thick sand faced cement plaster on walls 70.55 Sqmt 329.29

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M.

1:3 (1-cement : 3-sand) and 8mm thick finishing

coat of C.M. 1:1 (1-cement : 1-sand) etc.

complete. Upto Ground Floor to First Floor

33 Providing and laying marble stone slab flooring 2.22 Sqmt 2136.38

over 20mm (average)base of cement mortar 1:6

(1-cement : 6 coarse sand) laid and jointed with

gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mmthick

34 Providing and laying marble stone slab laid on 14.40 Sqmt 2150.02

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

coarse sand) laid and jointed with gray cement

slurry including rubbing and polishing complete.

(A) Marble slab 25mmthick For Diffrance of 1:3

add 13.50 rs per Sq.mt.

35 Providing and laying Virtified tiles 8 to 10 mm 9.22 Sqmt 1073.13

thick , 24'' x 24'' in 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 cement.,Soluble Salt

Vitrified Tiles Flooring.

36 Providing and laying Virtified tiles 8 to 10 mm 26.15 Sqmt 1141.45

thick , 24'' x 24'' 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,Soluble Salt Vitrified Tiles Flooring.

37 Providing and fixing flush door both sides 9.45 Sqmt 3347.14

laminated andshutter fabricated from 35 mm thick

solid core malemine faced three layered pre

laminated flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having

stamped IS 12823 grade I type II including three

coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type

designs fixtures / fastening 2Nos. Handles, 2Nos.

Aldropes, towerbolt etc. as per architectural

detailed drawing and as directed by engineer in

38 Providing and fixing standared extruded of 2.52 Sqmt 1175.56

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

39 Providing and fixing M.S. grill of required pattern 15.12 kg 110.09

of windows etc. with M.S.. flats at required

spacing and frame alround square or round

headed bolts and nuts or by screws.including

applying a priming coat of red lead paint and two

coats of oil painting etc complete (A)Plain grill

40 Wall painting (two coats) with plastic emulsion 22.12 Sqmt 79.39

paint of 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

41 Finishing wall with water proofing cement paint of 70.55 Sqmt 114.53

on wall surface ( Two coats) to give an approved

brand manufacture and of requred shape even

shade after throughtly brushing of loose powered

42 Applying priming coat over new steel and other 5.75 Sqmt 122.65

metel surface after and including preparing the

surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes

fine steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead. and

Painting two coats (excluding priming coat) on

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.

43 Steel work welded in built up sections, framed 0.58 Qui 9047.86

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column,

tees, flats with connecting plates or angle cleats

as in main and cross beams, hip and jack rafters,

purlins connected to common rafters and the like.

44 Providing and fixing wash down water closet 3.00 Nos 3939.46

(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

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

45 Providing and fixing washbasin with single hole 1.00 Nos 2031.65

for 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

46 Providing and fixing Urinal of approved quality 4.00 Nos 1831.09

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate

pattern white earthenware 550mm x 300mm.

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 ,Providing and fixing brass screw down

stop tap.(A) 15mm dia..

47 Providing and fixing PVC SWR Nahni trap IS 5.00 Nos 571.08

14735 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

48 Providing and fixing screw down bib taps of 4.00 Nos 186.83

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

49 Providing and fixing Gun metal check or non- 3.00 Nos 420.63

return fullway wheel valve. 25mm. dia.

50 Providing and fixing Gun metal check or non- 3.00 Nos 663.43

return fullway wheel valve. 40mm. dia.

51 Providing and fixing chromium plated brass half 3.00 Nos 263.77

trun flush cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia..

52 Providing and fixing ball cock of approved. quality 3.00 Nos 132.89

as directed.(A) Copper Metal (A) 25mm. dia.

53 Providing laying and jointing in true line and level 17.40 rmt 72.65

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

54 Providing laying and jointing in true line and level 19.20 rmt 91.84

5mm 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

55 Providing laying and jointing in true line and level 14.00 rmt 148.12

40mm 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

56 Providing, laying and jointing in true line and level 9.00 rmt 836.73

110mm diametre U.P.V.C (Type B) conforming to

IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed

with adhesive solvent cement including cost of all

57 Providing and fixing S.W. gully trap with C.I. 3.00 Nos 1246.92

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

58 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

59 Constructing brick masonry chamber for 2.00 Nos 2932.93

underground 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.

60 Providing & fixing G.I. Rain water spout of 50 2.00 Nos 101.91

mm.dia & 30 cm length etc.

61 Providing and fixing in position cowel went to 3.00 Nos 501.87

pipes.(C) 100mm dia

62 Providing erecting and fixing double coated 1000.00 Liter 3.95

PVC. (ISI) water 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 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