CDP-5 2025-26 Construction of Gram Panchayat Building at Village Vyaval Ta.Nizar Dist.Tapi.

NAME OF WORK :- .Construction of Gram Panchayat Building at Village Vyaval Ta. Nizar Dist. Tapi.

BILL OF QUANTITY.

Percentage Rate Tender

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out and 38.88 Cum. 153.41

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil.

2 Excavation for foundation upto 1.5 m depth including sorting out and 29.16 Cum. 262.52

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

3 Filling available excavated earth (excluding rock in trenches plinth, 47.63 Cum. 133.65

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 48.51 Cum. 296.29

of 20cm thickness including watering ramming and consolidating etc.

5 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse 3.24 Cum. 2747.21

sand : 8- hand broken stone aggregates 40 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 8.14 Cum. 4141.99

complete including the cost. of form work but excluding the cost of

reinforcement for reinforced concrete work in ( A ) Foundations

footing base of columns and the like and mass concrete

7 Providing and laying controlled cement concrete M-200 and curing 2.15 Cum. 5267.15

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for Column upto plinth

8 Providing laying controlled cement concrete M 200 and curing 3.62 Cum. 5475.21

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 GF

9 Brick work using common burnt clay building brick having crushing 5.70 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 7.36 Cum. 3786.47

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth.

11 Providng TMT bars renforcement of FE 500/500D for R.C.C. work 7069.08 kg 77.58

including bending binding and placing in position complete for all

12 Providing and laying controlled cement concrete M.200 and curing 3.16 Cum. 5531.77

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (D) Columns, Pillars

posts and struts upto floor two level.

13 Providing and laying controlled cement concrete M.200 and curing 3.77 Cum. 6221.60

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

Cantilever upto floor two level.

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

14 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- 0.84 Cum. 9099.38

coarse sand : 4- graded stone aggregates 20 mm nominal size) for

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

including the cost of formwork but excluding the cost of

15 Providing laying cement concrete 1:2:4 ( 1 Cement : 2 coarse sand : 4 0.74 Cum. 6674.46

graded stone aggregates 20mm nominal size) for reinforcement

concrete chajjas not exceeding 10cm. Thickness up to floor two level

including finishing the expose surface with cement mortar1:3 (

Cement : 3 fine sand to give a smooth and even surface centering &

formwork & curing complate exluding cost of reinforcement.

16 Providing laying controlled cement concrete M 200 and curing 8.54 Cum. 5486.32

complete including the cost of formwork and excluding the cost of

reinforcement etc complete in slabs for all thickness including the

additional lift for slab over G.F Floor

17 Providing and laying Controlled Cement Concrete M 200 and curing 1.35 Cum. 7011.93

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in R.C.C. Stair Cases

18 Brick work using common burnt clay building brick having crushing 50.35 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

19 Provoding and fixing flush door shutters, solid core construction with 25.08 Sqmtr 1829.74

frame of first class hardwood with cross board and face veneer or

plywood face panels, including anodised alluminium butt hinges with

necessary screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (2) 35 mm

20 Providing and fixing Window Having extruded Aluminium colour 21.89 Sqmtr 1713.70

anodized section frame main outer size 63.50 x 38.10 x 1.95 mm@Wt.

1.094 Kg/ Rmt.) horizental two track member size 61.85mm x

mm x 1.20mm @ wt.of 0.695 kg/mt, vertical member of size

mm x 31.75mm 1.30mm @ wt.of 0.0.659 kg/mt) with sliding shutters

of horizantal member size 40mm x 18mm x 1.29mm @ wt.of

kg/mt) vertical member of size 40 mm x 18mm x 1.29mm @ wt.of

0.456 kg/mt, @ wt.of 0.457 kg/mt with 5 mm thick transparent

bronze color tited float glass with powder coated aluminium fiting and

fixture and transparent silicon sealant glass fixing to frame as per

complete for window.

21 Providing and fixing standerd extruded Aluminium section of size 1.80 Sqmtr 1301.82

63.50x38.10x1.95mm @ wt. 1.094 kg/Rmt. With color anodized

aliminium frame with 5mm thk. Transperent bronze color tented flot

glass with color anodized aliminium frame for vanitilation with 5 mm

thk. frosted glass as detail etc... completed for window.

22 Providing and fixing M.S. Grills of required pattern to wooden frame 703.34 kg 106.48

of windows etc. with M.S. Flats at required spacing and frame

alround, square or round bars with round headed bolt & nuts or by

screws Plain grill.

23 Providing 15mm thick cement plaster in Single coat on rough (similar 210.64 Sqmtr 222.24

)side of single or half brick wall for interior plastering up to floor two

level and finished even and smooth (ii) cement mortar 1:4(1 cement:4

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

24 Providing 10mm thick cement plaster in single coat on brick/conceret 85.47 Sqmtr 194.20

wall for interior plastering upto floor two level finished even and

smooth (i) cement mortar 1:3(1 cement:3 sand)

25 Providing and laying Ceramic tiles 6mm thick in flooring treads of 11.36 Sqmtr 929.39

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.

26 Providing and laying Ceramic tiles 6mm thick in skrting risers of steps 30.65 Sqmtr 1004.40

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

sand) and jointed with white cement

27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) 112.30 Sqmtr 1059.83

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 .

28 Providing and laying controlled cement concrete M.200 and curing 3.01 Cum. 5573.18

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (D) Columns, Pillars

posts and struts upto floor two level.

29 Providing and laying controlled cement concrete M.200 and curing 3.63 Cum. 6263.01

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C) Slabs, landing,

shelves,Balconies Lintels, Beams, Girders and Cantilever upto

floor two level.

30 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- 0.64 Cum. 9099.38

coarse sand : 4- graded stone aggregates 20 mm nominal size) for

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

including the cost of formwork but excluding the cost of

31 Providing laying ordinary cement concrete 1:2:4 ( 1 Cement : 2 coarse 0.97 Cum. 6674.46

sand : 4 graded stone aggregates 20mm nominal size) for

reinforcement concrete chajjas not exceeding 10cm. Thickness up to

floor two level including finishing the expose surface with cement

mortar1:3 ( 1 Cement : 3 fine sand to give a smooth and even surface

centering & formwork & curing complete exluding cost of

32 Providing and laying controlled cement concrete M-200 and curing 8.03 Cum. 5527.73

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work for in slab landing,

shelves, balconies, lintels, beams, girder,and cantilever up to two floor

33 Providing 15mm thick cement plaster in Single coat on Rough (similar) 196.76 Sqmtr 246.22

side of single or half brick wall for interior plastering upto floor two

level and finished even and smooth (ii) cement mortar 1:4(1 cement:4

sand) and finishing with flaoting coat of neat cement slurry .

34 Providing 10 mm thick cement plaster in Single coat on brick 54.96 Sqmtr 216.09

/conceret wall for interior plastering upto floor two level and finished

even and smooth (ii) cement mortar 1:3(1 cement:3sand) and

finishing with flaoting coat of neat cement slurry and for plastering on

ceiling and soffits of stairs above two level for every additional storey

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

35 Providing 20mm thick cement plaster in single coat on single or half 260.28 Sqmtr 218.49

brick walls for interior plastering upto floor two level and finished

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

36 Providing & laying and jointing in true line and level 40 mm dia UPVC 14.00 rmtr 148.12

pipe (SCH-40) line including fitting make

PRINCE/SUPREME/ASTRAL/FINOLEX 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)

37 Providing & laying and jointing in true line and level 25 mm dia UPVC 14.00 rmtr 91.84

pipe (SCH-40) for cold water including fitting make PRINCE/

SUPREME/ ASTRAL/ FINOLEX 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

38 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. 15.00 rmtr 72.65

Pipe ( SCH- 40) for cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all materials.

39 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) 3.00 Nos 971.79

size 580mm (Earthwork, bed concrete, foot reste and trap to be

measured and paid for separately) (A) Vitreous China.(I) Long pattern

40 Providing and fixing washbasin with single hole for pillar tap with C.I. 2.00 Nos 1485.41

or M.S. brackets painted white including sutting holes and making

good the same but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white colour.

41 Providing and fixing Urinal or approved quality including conecting the 2.00 Nos 1062.18

Urinal with waste pipe , tap etc. complete.(A) White earthenware flat

back or corner type size 430mm x 260mm x 350mm.

42 Providing and fixing screw down bib taps of following size.(B) Brass 8.00 Nos 186.83

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

43 Providing and fixing cast iron (Spun) Nahni trap of the following 8.00 Nos 635.91

nominal diameter of self cleaning design with C.I. screaed down or

higned grating including cost of cutting and making good the walls and

floor 100mm inlet and 50mm outlet.(C) 100mm dia.

44 Providing and fixing S.W. gully trap with C.I. grating brick masonry 3.00 Nos 1292.19

chamber and water tight C.I. cover with frame of 300mm x 300mm

size (inside) with standard weight.(i) Square mouth traps. (A)

100mm x 100mm size P type. (upto 10 ton)

45 Providing and fixing cast iron spigot and socket soil, waste and 15.00 rmtr 741.01

ventilating pipes of the following nominal size.(B) 75mm dia. (upto

46 Providing and fixing cast iron spigot and socket soil, waste and 15.00 rmtr 892.39

ventilating pipes of the following nominal size.(C) 100mm dia. (upto

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

47 Providing and fixing in position cowl vent to pipe (II) 100mm 1.00 Nos 505.17

48 providing and fixing the PVC pipe rain water out let pipe of I.S.I mark 15.00 rmtr 276.47

approved quility with necessesary bend plug, jali ,clamps, etc. (P.V.C.

Pipes 10 kgf / Sq.cm. 110 mm dia.)

49 Distempering with dry distemper of approved brand and manufacture 407.41 Sqmtr 52.67

( Two coats ) and of required shade on wall surface to give and even

shade, over and includung a priming coat of whiting after toroughly

brooming and other foreing matter

50 Distempering with dry distemper of approved brand and manufacture 140.43 Sqmtr 59.37

( Two coats ) and of required shade on wall surface to give and even

shade, over and includung a priming coat of whiting after toroughly

brooming and other foreing matter on celling and soffits slab.

51 Finishing wall with water proofing cement paint of on wall surface ( 260.28 Sqmtr 117.40

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

shape even shade after throughtly brushing of loose powered

52 painting two cosat (including priming coats) on new steel and other 173.88 Sqmtr 128.99

metal surfece with enamel paint,brushing interior to give an even

shade including cleaning the surfece of all dirt,dust and other foreign

53 Constructing brick masonary for underground C.I. inspection chamber 1.00 Nos 3660.76

and bends with bricks having crushing strength no less then 35kg/cm2

in c:m 1:5: C.I. cover with frame ( light duty ) 445mm x 610 mm

internal dimensions total weight of cover with frame to be not less

than 38 kg ( wt. or cover 23 kg and wt. of frame 15 kg) R.C.C. top slabe

with 1: 2 : 4 mix ( 1 cement : 2 coarse sand : 4 grade stone aggregate

20mm size ) foundation concrete 1 : 5 : 10 inside plaster 15 mm thick

with cement mortar 1 : 3 finished smooth with a floating conat of neat

cement on wall and bed conceret etc. complete.

( ii ) inside dimensions 500 mm x 700 mm x 450 mm deep for pipeline

with one or two inlets.

54 Constructing a cooking platform 60 cm. width and 70 cm high resting 2.21 rmtr 2656.06

on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black

kadappa stone 30mm thick laid on precast R.C.C. (1:2:4) slab with

plastering on exposed faces of wall in C.M. (1:4) etc complete.

55 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted 1.00 Nos 2326.66

white including cutting holes in walls and making good the same but

excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x

56 Providing and laying chequered precast cement concrete tiles 22mm 15.81 Sqmtr 541.21

thick with aggegate of sizes upto 6mm in floors, treads of steps and

landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M.

1:1.5 (1-Lime putty : 1.5 coarse sand) joint with neat cement slurry

with pigments to match the shade of the tiles. (upto 10 ton)

57 Providing and fixing Machine cut, free edges, Machine polished 43.87 Sqmtr 924.71

Marble slab 18mm to 20mm thick (Single place not more than

cm) for Door/ window cill and Jambs cladding as per design including

full moulded round front edge both side and 1cm nosing and laid on

20 mm thick cement mortar 1;6 (1 cement, 6 coarse sand) jointed

with grey cement slurry including rubbing and polishing finishing etc

It. Quantity Unit Amount

No. Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

58 Providing and laying broken chine mosaic flooring for terrace using 12 72.50 Sqmtr 765.97

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.

59 Providing erecting and fixing double coated Syntex PVC. (ISI) water 1000.00 Liter 3.95

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

60 Construting of Septic tank of external dimentions 2.9 x 1.98 x 1.5 mt. 1.00 Each 36893.74

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 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.

61 Demolition including stacking of serviceable materials and Desposal of 1.00 Job 15150.00

unserviceable materials with all lead and lift RCC work, brick work,

flooring Foundation

62 Providing a borewell including drilling in soil with lowering of pipes, 1.00 Job 30300.00

providing slotted PVC pipe of 150 mm dia., ISI marked approved flat

copper wiring, including submersible pump set of motor rating

HP having capacity of 30 lit./min at 90 mt. head with glavanized MS

tube 32 mm dia with coupling and starter etc. complete. (upto 50 mt.

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

In words ………………….……………………………. In words ……………

*( 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 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.

Signature of the contractor Executive Engineer,

Panchayat ( R & B ) Division,