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

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

Panchayat Building at Ugat. 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 to

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 38.60 Cmt and watering)

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 1:2:4 3989.04 Cmt

(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

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 Goround

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 (M 8870.83 Cmt

200) and curing complete including the cost of

form work but including cost of reinforcement

for reinforced concrete work for Column in

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 Ground

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

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 Ground

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

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 (M 9713.17 Cmt

200) and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Slab in First

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 (M 7365.93 Cmt

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 (M 7406.33 Cmt

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 15.70 Cmt Brick work using hydraulically pressed common 4403.40 Cmt

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 common 4444.59 cum

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 common 4485.77 cum

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 35 kg/sq.

cm. in cement Mortar 1:3 ( 1 Cement : 3 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 35 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 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 mm 2019.98 Smt.

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 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with

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 complete for

36 1.10 Smt. window.

Providing 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 8 mm

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

40 109.90 Smt. 2P Coarse

vitrifiedwith trovel

thick tile flooring 1053.32 Smt.

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 shade.

41 7.00 Smt. P & L 24" x 24" vitrified 8 mm thick tile flooring 1432.78 Smt.

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 directed.

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, including cost of

46 7.00 Rmt all materials.(A)

Providing laying40mm OD pipein true line and

and jointing 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, including

47 cost of all materials.(A)

8.00 Rmt Providing 25mm OD

laying and jointing in pipe

true line and 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) 15mm

48 2.00 Nos. Providing and fixing 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. dia

Providing and fixing wash basin with single hole 1456.06 Nos.

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 complete and fixing S.W. gully trap with C.I.

2.00 Nos. Providing 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

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 = 5.00 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