NEW GUJARAT PATERN Year 2025-26 Const. of Library Building at Village Malga Ta. Ahwa Dist.Dang.

Name of Work:- TASP NEW GUJARAT PATTERN YEAR 2025-26 Const. of Library Building at Village

Malga Ta. Ahwa Dist.Dang.

: : 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 Excavation for foundation upto 1.5 m depth including 38.07 Cum. 275.33

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

2 Excavation for foundation for depth from 1.5 m to 3.0 m 25.20 Cum. 309.04

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead. (D) Soft rock not requiring Blasting

3 Filling available excavated earth (excluding rock in 31.64 Cum. 137.48

trenches plinth, 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 25.23 Cum. 304.60

soil in layers of 20cm thickness including watering

ramming and consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement 8.68 Cum. 3824.11

: 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

6 Providing and laying controlled cement concrete M.200 6.78 Cum. 4339.24

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)

7 Providing and laying controlled cement concrete M-200 2.31 Cum. 9061.00

and curing complete including the cost of form work but

excluding cost of reinforcement for reinforced

concrete work for Column upto plinth level.

8 Providing and laying controlled cement concrete M.200 4.05 Cum. 6539.02

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

9 Brick work using common burnt clay building brick 1.08 Cum. 4279.98

having crushing 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 4097.04 Kgs 77.29

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

position complete for all floor.

11 Providing and laying controlled cement concrete M.200 3.29 Cum. 9060.71

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)

12 Providing and laying controlled cement concrete M.200 0.56 Cum. 9103.13

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)

13 Providing and laying controlled cement concrete M.200 3.88 Cum. 7065.96

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)

14 Providing laying controlled cement concrete M 200 0.34 Cum. 10576.21

R.C.C lintel including finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement

15 Providing and laying controlled cement concrete M.200 6.92 Cum. 7268.97

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

16 Brick work using common burnt clay building brick 11.37 Cum. 4575.58

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

17 Brick work using common burnt clay building brick 4.59 Cum. 4618.35

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 F.F

18 Providing and laying Machine cut, Free edges, Machine 17.11 Sqmt 2576.11

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.)

19 Providing and fixing flush door both sides laminated 4.41 Sqmt 4501.57

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 charge..

20 Providing and fixing FRP frame size 125x65 mm and 3.19 Sqmt 2615.05

35mm thick FRP shutter having extra reinforcement on

sides & edges in polish finish. The core of the shutter &

frame is to be filed up with injected polyurethene foam

done in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The whole

FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are

to be inclusive of S.S hinges with necessary screws &

alluminium S.S fixtures & fastenings & fastener sleeve.

21 Providing and fixing window having extruded aluminum 9.18 Sqmt 1591.88

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

22 Providing & fixing M.S. grill / M.S. door of required 182.40 Kgs 177.76

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.

23 Providing 15mm thick cement plaster in single coat on 153.21 Sqmt 239.93

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-

24 Providing 15mm thick cement plaster in single coat on 22.12 Sqmt 268.65

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-

25 Providing 10mm thick cement plaster in single coat on 57.41 Sqmt 210.19

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

26 20 mm thick sand faced cement plaster with on wall 147.02 Sqmt 365.96

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. complete

27 Providing throating or plaster drip and moulding to 8.70 rmt 45.33

R.C.C. Chhajja.

28 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 53.82 Sqmt 1195.34

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

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

29 Providing and laying coloured glazed tiles of the size 24.41 Sqmt 1477.25

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.

30 Providing Green Marble for Stair Toppa & Riser 2.18 Sqmt 2582.57

storage cabat partion,self complate with material like

cement, marble, camical etc complate including all

Labour work complate as per drawing and direction by

31 Providing and laying broken chine mosaic flooring for 54.26 Sqmt 779.70

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 directed.

32 (A) Providing and laying internal cement based water 54.26 Sqmt 899.61

proofing 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 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

(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 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

33 Finishing wall with water proofing cement paint of on 147.02 Sqmt 122.14

wall surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

34 Wall painting (two coats) with plastic emulsion paint of 210.62 Sqmt 131.76

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.

35 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) 40 mm OD pipe

36 Providing & laying and jointing in true line and level 25 10.00 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 OD pipe

37 Providing & laying and jointing in true line and level 15 15.00 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 OD pipe

38 Providing and fixing water closet squatting Pan (Indian 2.00 Nos 1493.32

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 = White

39 Providing and fixing washbasin with single hole for 2.00 Nos 2065.59

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.

40 Providing and fixing screw down bib taps of following 2.00 Nos 186.83

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

41 Providing and fixing chromium plated brass half trun 2.00 Nos 263.78

flush cock of approved quality including fixing in pipe

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

42 Providing and fixing ball cock of approved. quality as 2.00 Nos 189.84

directed.(A) Copper Metal (ii) 50mm dia.

43 Providing and fixing Angle cock with Wall flange crome 2.00 Nos 858.50

finished brass (i) 15mm dia.

44 providing and fixing cast iron(spun) nanhi trap of the 1.00 Nos 613.92

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

45 Providing and fixing S.W. gully trap with C.I. grating 2.00 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

46 providing and fixing cast iron spigot and socket soil 15.00 rmt 741.01

waste and ventilating pipe of the following nominal size

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

waste and ventilating pipe of the following nominal size

48 providing and fixing in position cowl vent to pipe (II) 2.00 Nos 505.18

49 Supplying and Fixing Z clamp with type G.I.Brackets 4.00 Nos 222.20

for SWR/RWR/Water supply Plumbing all type of dia

pipe with GI Clamp and Nacessary Fastenrs

50 Providing and fixing G.I. Rain water spout of 50mm dia. 2.40 each 101.91

and 30cm. length.

51 Constructing brick masonry chamber for underground 1.00 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.

52 Constion of Khar kuva of external dimentions 2.9 x 1.98 1.00 Nos 38538.57

x 1.5 mt. 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

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 Incharge.

53 Providing erecting and fixing double coated ISI water 500.00 Liter 3.95

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.

Deputy Executive Engineer Executive Engineer

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

Signature of the contractor