CDP-5 (Gram panchayat) Year:- 2025-26 Construction of New Gram Panchayat Building at Partapor. Tal. Navsari. Dist. Navsari

Name of work :- CDP-5 (Gram panchayat) Year:- 2025-26 Construction of New Gram

Panchayat Building at Partapor. Tal. Navsari. Dist. Navsari.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according

1 36.20 Cmt Excavation for foundation up to 1.8 mt. Depth 120.01 Cmt

including sorting out and stacking of useful

materials and disposing of the excavated stuff

up to 50 meter lead(A) Loose or soft soil

2 12.10 Cmt Excavation for foundation for depth from 1.5 m 133.05 Cmt

to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated

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

3 38.20 Cmt Filling available excavated earth (excluding rock 133.65 Cmt

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

4 and watering)

38.60 Cmt Filling in foundation and plinth with murrum or 296.29 Cmt

selected soil in layers of 20cm thickness

including watering ramming and consolidating

5 etc. complete

2.50 Cmt Providing and laying cement concrete work 3989.04 Cmt

1:2:4 (M-150) (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork

and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base or columns

and Mass concrete.

6 6.40 Cmt Providing and laying cement concrete 1:1:2 and 4762.15 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work in Foundations,

footings bases of columns and the like and Mass

concrete for Footing

7 2.00 Cmt Providing and laying cement concrete 1:1:2 and 8652.67 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work in Foundations,

footings bases of columns and the like and Mass

concrete for below plinth columns.

8 4.70 Cmt Providing and laying cement concrete 1:2:4 and 6279.17 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Ground Beam.

9 2.90 Cmt Brick work using common burnt clay building 4121.55 Cmt

brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in cement

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

10 5.50 Cmt Providing and laying Cement Concrete 1:1.5:3 4625.80 Cmt

and curing complete Including the cost of

formwork But Excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Plinth Slab.

11 3.20 Cmt Providing and laying cement concrete 1:1.5:3 8790.03 Cmt

and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Column in

12 3.20 Cmt Providing and laying cement concrete 1:1.5:3 8830.43 Cmt

and curing complete including the cost of form

work but including cost of reinforcement for

reinforced concrete work for Column in Frist

13 0.90 Cmt Providing and laying cement concrete 1:1.5:3 8870.83 Cmt

(M 200) and curing complete including the cost

of form work but including cost of

reinforcement for reinforced concrete work for

Column in Second Floor

14 2.90 Cmt Providing laying cement concrete 1:1.5:3 and 6692.26 Cmt

curing 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 Ground Floor

15 2.90 Cmt Providing laying controlled cement concrete M 6732.66 Cmt

200 and curing complete including the cost of

formwork but cost of form work but including

the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for

16 0.50 Cmt Providing laying controlled cement concrete M 6773.06 Cmt

200 and curing complete including the cost of

formwork but cost of form work but including

the cost of reinforcement of reinforced concrete

work in (C) Beams, Girders and Cantileve for

17 0.60 Cmt Providing and laying cement concrete 1:1.5:3 8576.92 Cmt

and curing complete including the cost of form

work and excluding the cost of reinforcement

for reinforced concrete work in (c) Lintel in

18 0.70 Cmt Providing and laying cement concrete 1:1.5:3 8617.32 Cmt

(M 200) and curing complete including the cost

of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Lintel in First Floor

19 0.40 Cmt Providing and laying cement concrete 1:1.5:3 10078.79 Cmt

and curing complete including the cost of form

work and excluding the cost of reinforcement

for reinforced concrete work in (c) Chajja in

20 0.40 Cmt Providing and laying cement concrete 1:1.5:3 10119.19 Cmt

(M 200) and curing complete including the cost

of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Chajja in First Floor

21 7.20 Cmt Providing and laying cement concrete 1:1.5:3 9672.77 Cmt

and curing complete including the cost of form

work but excluding cost of reinforcement for

reinforced concrete work for Slab in Ground

22 7.20 Cmt Providing and laying cement concrete 1:1.5:3 9713.17 Cmt

(M 200) and curing complete including the cost

of form work but excluding cost of

reinforcement for reinforced concrete work for

Slab in First Floor

23 1.10 Cmt Providing and laying controlled cement concrete 9753.57 Cmt

M-200 and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Slab in Second

24 2.10 Cmt Providing and laying cement concrete 1:1.5:3 7365.93 Cmt

(M 200) and curing complete including the cost

of formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for Ground Floor

25 2.10 Cmt Providing and laying cement concrete 1:1.5:3 7406.33 Cmt

(M 200) and curing complete including the cost

of formwork but excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Stair Cases for First Floor

26 5886.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 77.29 Kg

reinforcement for RCC work including bending

& placing in position complete For all floor

27 level work using hydraulically pressed

15.70 Cmt Brick 4403.40 Cmt

common 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 17.50 cum Brick work using hydraulically pressed 4444.59 cum

common 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 F.F

29 1.80 cum Brick work using hydraulically pressed 4485.77 cum

common 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 S.F

30 55.80 Smt. Half brick masonary in hydraulically pressed 734.29 Smt.

common burnt clay building bricks having

crushing strenght not less than less than

kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

coarse sand) in superstructure above plinth level

up to floor two level Conventional (GF)

31 38.30 Smt. Half brick masonary in hydraulically pressed 740.44 Smt.

common burnt clay building bricks having

crushing strenght not less than less than

kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

coarse sand) with 2 nos of 6mm mild steel round

bars after every three course embedded in

cement mortar in superstructure above plinth

level up to floor two level Conventional (FF)

32 27.00 Smt. Providing and laying Machine cut, Free edges, 2249.88 Smt.

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 (As per R.A.)

33 4.80 Smt. Providing and fixing FRP frame size 125x65 2019.98 Smt.

mm and 35mm thick FRP shutter with wood

grain raised panneled design finish shutter

having extra reinforcement on sides & edges in

Gel coat 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 fastener sleeve & alluminium

fixtures & fastenings.

34 18.10 Smt. Providing and fixing 35 mm thick shutters for 5338.30 Smt.

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including black enamelled iron

oxidixed fixtures and fastenings including

primer coat of approved quality and two coats of

oil painting etc, complete. (ii) Fully Panelled.

35 17.60 Smt. Providing and fixing window having extruded 1583.95 Smt.

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size

vertical member of size 40mm x 18mm x

Kg/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

36 1.10 Smt. details etc complete

Providing for window.

and fixing standared extruded of 1175.56 Smt.

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour Powder Coated alluminium

frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

37 316.20 Kgs. Providing and fixing M.S. grills of required 105.18 Kgs.

pattern to Wooden frames of windows etc. with

M.S. flats at required spacings and frame

alround, square or round bars with round headed

bolts and nuts or by screws (A) Plain Grill.

(Window, Ventilation)

38 563.10 Smt. Providing 15mm thick cement plaster in single 225.50 Smt.

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) and Extra

add for finishing with a floating coat of neat

cement slurry with all lead and lift.

39 280.00 Smt. Providing 20 mm thick double coat mala cement 279.29 Smt.

plaster on interior brick / concrete work for

plastering comprising of base coat of 12 mm

thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and

mm thick top coat of cement mortar 1:2 (1

Cement : 2 Coarse sand) finished with trovel

40 109.90 Smt. P & L 24" x 24" vitrified 8 mm thick tile 1053.32 Smt.

flooring 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 DARK

41 7.00 Smt. shade.

P & L 24" x 24" vitrified 8 mm thick tile 1432.78 Smt.

flooring 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.

42 29.00 Smt. Providing and laying polished kota stone slab 1089.18 Smt.

25mm thick in risers of steps,skirting Dedo and

pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray

cement slury mixed with pigment to match the

shade of slab including rubbing and polishing

43 22.42 Smt. Providing and laying Ceramic tiles 6mm thick 997.88 Smt.

(vitrified 8 mm thick tile) 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

44 63.20 Smt. Providing and laying water proofing treatment 1146.45 Smt.

with broken china mosaic flooring by

conventional method including cleaning the slab

surface by wire brush as directed including

provding first layer of C.M. 1 :4 of 40 mm

thickness mixed with water proofing compound

at rate prescribed by manufacturer, including

putting of brick bats of average thickness 40 mm

Well immerssed in water laid uniformly on first

layer of mortar including applying cement slurry

@ rate of 0.08 bag/sqm. on fixed layer of brick

bats including maintaining necessary slope, in

second layer 40 mm thick C.M 1 :4 mixed with

water proofmg compound as directed, including

fmishing smooth with cement slurry as directed

complete.and using 12 mm to 20 mm broken

pieces of Glazed tiles to be paid over cement

mortar 1:3 to plain or slope and to be tempered

to bring mortar creme out up to surface using

white cement including rounding offjunctions

and extending them up to 15 cm along the wall,

clearing with water and oxalic acid etc. as

45 12.00 Rmt Providing laying and jointing in true line and 148.12 Rmt

level 40mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings asapproved 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. includingtesting of pipe and joints

and fixing the same with adhesive solvent,

46 7.00 Rmt including

Providing cost of all

laying andmaterials.(A)

jointing in 40mm ODand

true line 91.84 Rmt

level 25mm 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,

47 including cost

8.00 Rmt Providing of all

laying andmaterials.(A)

jointing in 25mm ODand

true line 72.65 Rmt

level 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 all materials.(A)

48 2.00 Nos. 15mm OD and

Providing pipefixing Wash down Water closet 4214.23 Nos.

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 find sand)

(A)Viterous china pattern - I (i)in white colour

With 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

value less syphon 15 mm nominal size brass ball

valve with polythene float C.P. brass handle

unions and couplings for connection with inlet,

outlet and overflow pipes. 40 mm dia porcelain

enamelled flush bend including cutting holes in

walls and making good the same conecting the

flush bend with cistren and closed Providing and

fixing plastic seat and cover for wash down

water closet with C.P. brass hinges and rubber

buffersProviding and fixing toilet paper

holder(A) C.P. brass.Providing and fixing screw

down bib taps of follwing size(B) Brass

chromium plated screw down bib tap(i) 15 mm

49 2.00 Nos. Providing and fixing wash basin with single 1456.06 Nos.

hole for piller tap with C.L. or M.S. brackets

painted white including cutting holes and

making good the same including piller tap brass

waste, stopckok and MI fisher union fitting

waste pipe:(ii) flat back wash basin 500mm x

400mm size including all nesessary fitiings

50 4.00 Nos. Providing and fixing screw down bib taps of 186.83 Nos.

following size of jaquar brand product as

approved by engineer in charge (I) 15 mm dia.

51 1.00 Nos. Providing and fixing Kitchen sink with C.I. or 2326.66 Nos.

M.S. brackets, painted white including cutting

holes in walls and making good the same but

excluding fittings. (C) Vitreous China Sink.(i)

600mm x 450mm x 150mm size

52 2.00 Nos. providing and fixing SWR nanhi trap of the 629.38 Nos.

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

53 2.00 Nos. Providing and fixing S.W. gully trap with C.I. 1246.92 Nos.

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

54 4.00 Nos. Providing and fixing brass screw down stop 220.82 Nos.

tap.(A) 25mm dia.

55 2.00 Nos. Providing and fixing UPVC spigot and socket 741.01 Nos.

soil, waste and ventilating pipes of the following

nominal size. (B) 75mm dia.

56 2.00 Nos. Providing and fixing UPVC spigot and socket 892.39 Nos.

soil, waste and ventilating pipes of the following

nominal size. (B) 100mm dia.

57 12.00 Rmt Providing and fixing to wall ceiling and floor 339.05 Rmt

10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low densidy,

complete with special falnge compression type

fittings, wall clipsetc. including making good

the wall ceiling and floor.(G)110 mm

58 7.00 Rmt Providing and fixing to wall ceiling and floor 280.23 Rmt

10.0 Kg. F/Cm2 working pressure polythene

pipes of the following outside Dia. Low densidy,

complete with special falnge compression type

fittings, wall clipsetc. including making good

the wall ceiling and floor.(F) 75mm

59 1.00 Nos. Constructing brick masonry chamber for 3660.76 Nos.

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.(ii) Inside dimensions 500mm x

mm and 450mm deep for pipe line with one or

60 3.00 No. providing and fixing in position cowl vent to 505.17 No.

pipe (II) 100mm

61 24.00 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rmt.

50mm dia. and 30cm. length.

62 563.10 Smt Applying two coats of Birla (white cement 40.59 Smt

based) or Asian (acrylic lapy- putty) or

equivalent & two coats of primer of approved

brand and manufacture on new wall surface to

give an even shade including thoroughly

brushing the surface free from mortar dropping

and other foreign matter and sand papered

63 563.10 Smt Wall painting (two coats) with plastic emulsion 81.05 Smt

paint of approved brand and manufacture 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.

64 280.00 Smt Finishing wall with weather proof exterior 117.40 Smt

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

65 25.20 Smt painting two cosat (including priming coats) on

new steel and other metal surfece with enamel

paint,brushing interior to give an even shade

including cleaning the surfece of all dirt,dust

and other foreign matter.

66 2.00 No. Constructing Brick masonry road gully chamber 2017.19 No.

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

67 1.00 No. Constructing brick masonry chamber for 52223.06 No.

underground chamber (Kharkuva) with bricks

having croshing strength not less than 35Kg.

Cm2 in C.M. 1:5 with (R.C.C. top slab with

1:2:4 mix including Beams (1-cement : 2-

coarse sand : 4-graded stone aggregate 20mm

size) foundation concrete 1 : 4 : 8 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.(ii) Inside

dimensions 2.00 mt. dia x 1.25 mt deep =

Cu.mt. for pipe line with one or two inlets.

68 1000.00 Lit. Providing erecting and fixing double coated 3.95 Lit.

Syntex PVC. (ISI) water tank of required

capacity each with all necessary fittings and

connection etc. complete on terrace.

Rs. Twenty Lack Twenty Four Thousand Three Hundred Fourty Five and Paise Eightteen Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent

should be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender

works out as under.

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- All Works shall be carried out as per Public Work Department Handbook and other

specification of Division or as Directed.

Note 2 :- All the columns Is Schedule Should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in

all respect and hold good for work under all conditions, site, moisture, weather etc.

Note 4:- to be continued on additional sheets , if found necessary.

Note 5:- The above Schedule Rates are Excluded GST.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division