Construction of New Anganwadi Building at Chamarpada Tal. subir Dist. Dang

Name of work :- Construction of New Anganwadi Building at Chamarpada. Tal. Subir, Dist. Dang

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Rates Unit Total

No. estimated but In figures Amount

may be more Rs. Ps. according to

1 32.90 Cmt Excavation for foundation up to 1.5 mt. Depth 125.86 Rs. One Hundred Cmt

including sorting out and stacking of useful Twenty Five and

materials and disposing of the excavated stuff up Paise Eighty Six

to 50 meter lead(A) Loose or soft soil Only.

2 10.50 Cmt Excavation for foundation for depth from 1.5 m 139.54 Rs. One Hundred Cmt

to 3.0 m including sorting out and stacking of Thirty Nine and

useful materials and disposing off the excavated Paise Fifty Four

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

3 34.40 Cmt Filling available excavated earth (excluding rock 137.47 Rs. One Hundred Cmt

in trenches plinth, slides of foundations etc. in Thirty Seven and

layers not exceeding 20 cm in depth Paise Fourty

consolidating each deposited layer by ramming Seven Only.

4 21.20 Cmt and watering)

Filling in foundation and plinth with murrum or 304.60 Rs. Three Cmt

selected soil in layers of 20cm thickness Hundred Four

including watering ramming and consolidating and Paise Sixty

5 etc. complete

3.20 Cmt Providing and laying cement concrete 1:3:6 (1- 3080.07 Rs.Only.

Cement : 3- Coarse sand : 6- Graded brick bat Thousand Eighty

aggregate 40mm normal size) and curing and Paise Seven

complete excluding cost of formwork in (A) Only.

Foundation and Plinth

6 5.00 Cmt Providing and laying cement concrete 1:1.5:3 (M- 4911.63 Rs. Four Cmt

200) and curing complete including the cost of Thousand Nine

form work but excluding cost of reinforcement Hundred Eleven

for reinforced concrete work in Foundations, and Paise Sixty

footings bases of columns and the like and Mass Three Only.

concrete for Footing

7 1.60 Cmt Providing and laying cement concrete 1:1.5:3 (M- 10362.60 Rs. Ten Cmt

200) and curing complete including the cost of Thousand Three

form work but excluding cost of reinforcement Hundred Sixty

for reinforced concrete work in Foundations, Two and Paise

footings bases of columns and the like and Mass Sixty Only.

concrete for below plinth columns.

8 4.10 Cmt Providing and laying cement concrete 1:1.5:3 (M- 6441.78 Rs. Six Thousand Cmt

200) and curing complete including the cost of Four Hundred

form work but excluding cost of reinforcement Fourty One and

for reinforced concrete work for Ground Beam. Paise Seventy

9 2.80 Cmt Brick work using common burnt clay building 4279.98 Eight Only.

brick having crushing strength not less than 35 Thousand Two

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

mortar 1:6 ( 1 Cement: 6 fine sand) (B) Nine and Paise

Convention Ninty Eight

10 4.10 Cmt Providing and laying Cement Concrete 1:1.5:3 4801.54 Only.

(M 200) and curing complete Including the cost Thousand Eight

of formwork But Excluding the cost of Hundred One and

reinforcement for reinforced concrete work in Paise Fifty Four

R.C.C. Plinth Slab. Only.

11 2.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 10213.12 Rs. Ten Cmt

200) and curing complete including the cost of Thousand Two

form work but excluding cost of reinforcement Hundred Thirteen

for reinforced concrete work for Column in and Paise Twelve

Goround Floor Only.

12 0.20 Cmt Providing and laying cement concrete 1:1.5:3 (M 10254.53 Rs. Ten Cmt

200) and curing complete including the cost of Thousand Two

form work but including cost of reinforcement Hundred Fifty

for reinforced concrete work for Column in Frist Four and Paise

Floor Fifty Three Only.

13 3.40 Cmt Providing laying cement concrete 1:1.5:3 (M 7172.01 Rs. Seven Cmt

200) and curing complete including the cost of Thousand One

formwork but cost of form work but excluding Hundred Seventy

the cost of reinforcement of reinforced concrete Two and Paise

work in (C) Beams, Girders and Cantileve for One Only.

14 0.50 Cmt Providing and laying cement concrete 1:1.5:3 (M 8961.73 Rs. Eight Cmt

200) and curing complete including the cost of Thousand Nine

form work and excluding the cost of Hundred Sixty

reinforcement for reinforced concrete work in (c) One and Paise

Lintel in Ground Floor Seventy Three

15 0.20 Cmt Providing and laying cement concrete 1:1.5:3 (M 10815.08 Rs. Ten Cmt

200) and curing complete including the cost of Thousand Eight

form work and excluding the cost of Hundred Fifteen

reinforcement for reinforced concrete work in (c) and Paise Eight

Chajja in Ground Floor Only.

16 5.30 Cmt Providing and laying cement concrete 1:1.5:3 (M 9645.50 Rs. Nine Cmt

200) and curing complete including the cost of Thousand Six

form work but excluding cost of reinforcement Hundred Fourty

for reinforced concrete work for Slab in Ground Five and Paise

Floor Fifty Only.

17 3242.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 77.29 Rs. Seventy Kg

reinforcement for RCC work including bending Seven and Paise

& placing in position complete For all floor Twenty Nine

18 level work using hydraulically pressed common

15.30 Cmt Brick 4575.57 Only.

burnt clay building brick having crushing Thousand Five

strength not less than 35 kg/sq. cm. in super Hundred Seventy

structure above plinth level up to floor two level Five and Paise

in cement mortar 1:6 ( 1 Cement: 6 fine sand) Fifty Seven

(B) Convention for G.F Only.

19 18.70 Smt. Half brick masonary in hydraulically pressed 761.30 Rs. Seven Smt.

common burnt clay building bricks having Hundred Sixty

crushing strenght not less than less than 35 One and Paise

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

coarse sand) in superstructure above plinth level

up to floor two level Conventional (GF)

20 6.40 Smt. Half brick masonary in hydraulically pressed 767.70 Rs. Seven Smt.

common burnt clay building bricks having Hundred Sixty

crushing strenght not less than less than 35 Seven and Paise

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

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)

21 4.00 Smt. Providing and laying Machine cut, Free edges, 2333.71 Rs. Two Smt.

Machine polished Granite stone slab 18 mm Thousand Three

thick Single Piece For doors and Windows Cill Hundred Thirty

and Jambs Cladding as per design including Full Three and Paise

moulded Round front edge and 1 cm nosing and Seventy One

laid on 20 mm thick cement mortar 1:6 (1 Only.

cement : 6 coarse sand) and jointed with gray

cement slurry including rubbing and polishing

etc. complete (As per R.A.)

22 3.20 Smt. Providing and fixing FRP frame size 125x65 mm 2019.98 Rs. Two Smt.

and 35mm thick FRP shutter with wood grain Thousand One

raised panneled design finish shutter having Nine and Paise

extra reinforcement on sides & edges in Gel coat Ninty Eight

finish. The core of the shutter & frame is to be Only.

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.

23 7.50 Smt. Providing and fixing 35 mm thick shutters for 5338.30 Rs. Five Smt.

Doors, windows and clerestory windows Thousand Three

including Indian teak wood frames 10 cm x 7 Hundred Thirty

cm. size including black enamelled iron oxidixed Eight and Paise

fixtures and fastenings including primer coat of Thirty Only.

approved quality and two coats of oil painting

etc, complete. (ii) Fully Panelled.

24 1.10 Smt. Providing and fixing standared extruded of 1175.56 Rs. One Smt.

alluminium section of size 63mm x 38.10mm x Thousand One

1.2mm (Jindal Section :2434, @ Wt. 0.643 Hundred Seventy

Kg/mt) with colour Powder Coated alluminium Five and Paise

frame for ventilation with 5 mm thick frosted Fifty Six Only.

glass as details etc complete for Ventilation

25 60.60 Kgs. Providing and fixing M.S. grills of required 119.89 Rs. One Hundred Kgs.

pattern to Wooden frames of windows etc. with One Nine and

M.S. flats at required spacings and frame Paise Eighty Nine

alround, square or round bars with round headed Only.

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

(Window, Ventilation)

26 167.60 Smt. Providing 15mm thick cement plaster in single 239.93 Rs. Two Hundred Smt.

coat on Rough (Similar)side of single or half Thirty Nine and

brick walls for interior plastering upto floor two Paise Ninty Three

level and finished even and smooth in (ii) Only.

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.

27 114.70 Smt. Providing 20 mm thick double coat mala cement 290.72 Rs. Two Hundred Smt.

plaster on interior brick / concrete work for Ninty and Paise

plastering comprising of base coat of 12 mm Seventy Two

thick cement plaster in cement mortar (1 Cement Only.

: 4 coarse sand) in rough finishing and 8 mm

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

2 Coarse sand) finished with trovel including

28 43.90 Smt. P & L 24" x 24" vitrified 8 mm thick tile 1195.34 Rs. One Smt.

flooring over 20 mm (average) base of cement Thousand One

mortar 1:6 ( 1 cement: 6 coarse sand) on new Hundred Ninty

surface or fixing on existing flooring by adhesive Five and Paise

material including dismentaling of existing Thirty Four

flooring and jointed with color cement slurry Only.

including finised with flush pointing & cleaning

the surface etc. complete for DARK shade.

29 4.00 Smt. Providing and laying polished kota stone slab 1173.09 Rs. One Smt.

25mm thick in risers of steps,skirting Dedo and Thousand One

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

Cement : 3 coarse sand) and jointed with gray Three and Paise

cement slury mixed with pigment to match the Nine Only.

shade of slab including rubbing and polishing

30 7.58 Smt. Providing and laying Ceramic tiles 6mm thick 1091.96 Rs. One Smt.

(vitrified 8 mm thick tile) in skrting risers of Thousand Ninty

steps and dedo on 10mm thick cement plaster One and Paise

1:3 (1-cement : 3-coarse sand) and jointed with Ninty Six Only.

white cement slurry

31 53.00 Smt. Providing and laying water proofing treatment 1178.27 Rs. One Smt.

with broken china mosaic flooring by Thousand One

conventional method including cleaning the slab Hundred Seventy

surface by wire brush as directed including Eight and Paise

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

thickness mixed with water proofing compound Only.

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

32 10.00 Rmt directed.

Providing laying and jointing in true line and 148.12 Rs. One Hundred Rmt

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

cold water including fittings asapproved by Paise Twelve

Engineer In Charge. Pipe shall be fixed on the Only.

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

all materials.(A) 40mm OD pipe

33 8.00 Rmt Providing laying and jointing in true line and 91.84 Rs. Ninty One Rmt

level 25mm dia.U.P.V.C. Pipe ( SCH- 40) for and Paise Eighty

cold water including fittings as approved by Four Only.

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

34 10.00 Rmt cost of all materials.(A)

Providing 25mm OD

laying and jointing pipe line and

in true 72.65 Rs. Seventy Two Rmt

level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for and Paise Sixty

cold water including fittings as approved by Five Only.

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

35 1.00 Nos. OD pipe and fixing water closet squatting Pan

Providing 1019.19 Rs. One Nos.

(Indian type W.C. Pan) size 580mm (Earthwork, Thousand One

bed concrete, foot reste and trap to be measured Nine and Paise

and paid for separately) (A) Vitreous China.(I) One Nine Only.

Long pattern = White colour

36 2.00 Nos. providing and fixing SWR nanhi trap of the 666.92 Rs. Six Hundred Nos.

following nominal dia of self cleaning design Sixty Six and

with C L screwed down of hinged grating Paise Ninty Two

including cost of cutting and making good the Only.

walls floos 100 mm inlet and 50 mm out let etc

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

1.00 Nos. Providing 1246.92 Rs. One Nos.

grating brick masonry chamber and water tight Thousand Two

C.I. cover with frame of 300mm x 300mm size Hundred Fourty

(inside) with standard weight.(i) Square mouth Six and Paise

traps.(B) 150mm x 100mm size P or R type Ninty Two Only.

38 3.00 Nos. Providing and fixing ball cock of approved. 205.83 Rs. Two Hundred Nos.

quality as directed.(B) Abonite (ii) 25mm dia. Five and Paise

39 2.00 Nos. Providing and fixing brass screw down stop 102.91 Rs. One Hundred Nos.

tap.(A) 15mm dia. Two and Paise

Ninty One Only.

40 5.00 Nos. Providing and fixing UPVC spigot and socket 741.01 Rs. Seven Nos.

soil, waste and ventilating pipes of the following Hundred Fourty

nominal size. (B) 75mm dia. One and Paise

41 5.00 Nos. Providing and fixing UPVC spigot and socket 892.39 Rs. Eight Nos.

soil, waste and ventilating pipes of the following Hundred Ninty

nominal size. (B) 100mm dia. Two and Paise

42 10.00 Rmt Providing and fixing to wall ceiling and floor 339.05 Thirty Nine

10.0 Kg. F/Cm2 working pressure poluthene Hundred Thirty

pipes of the following outside Dia. Low densidy, Nine and Paise

complete with special falnge compression type Five Only.

fittings, wall clipsetc. including making good the

wall ceiling and floor.(G)110 mm

43 6.00 Rmt Providing and fixing to wall ceiling and floor 280.23 Rs. Two Hundred Rmt

10.0 Kg. F/Cm2 working pressure polythene Eighty and Paise

pipes of the following outside Dia. Low densidy, Twenty Three

complete with special falnge compression type Only.

fittings, wall clipsetc. including making good the

wall ceiling and floor.(F) 75mm

44 1.00 Nos. Constructing brick masonry chamber for 3660.76 Rs. Three Nos.

underground C.I. Inspection chamber and bends Thousand Six

with briocks having croshing strength not less Hundred Sixty

than 35Kg. Cm2 in C.M. 1:5 C.I. cover with and Paise Seventy

frame (Light duty) 455mm x 610mm intenal Six Only.

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

45 2.00 No. providing and fixing in position cowl vent to 505.17 Rs. Five Hundred No.

pipe (II) 100mm Five and Paise

Seventeen Only.

46 13.44 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rs. One Hundred Rmt.

50mm dia. and 30cm. length. One and Paise

Ninty One Only.

47 167.60 Smt Wall painting (two coats) with plastic emulsion 85.35 Rs. Eighty Five Smt

paint of approved brand and manufacture on and Paise Thirty

undecorated wall surface to give an even shade Five Only.

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

48 114.70 Smt Finishing wall with weather proof exterior 122.14 Rs. One Hundred Smt

emulsion paint on wall surface (two coats) to Twenty Two and

give an required shape even shade after Paise Fourteen

thoroughly brushing the surface to remove all Only.

dirt, and remains of loose powdered materials.etc

49 7.00 Smt painting two cosat (including priming coats) on 135.28 Rs. One Hundred

new steel and other metal surfece with enamel Thirty Five and

paint,brushing interior to give an even shade Paise Twenty

including cleaning the surfece of all dirt,dust and Eight Only.

other foreign matter.

50 1.00 No. Constructing Brick masonry road gully chamber 2017.19 Rs. Two Thousand No.

500mm x 450mm x 600mm including 500mm x Seventeen and

450mm C.I. horizontal grating wih frame Paise One Nine

complete. Only.

51 1.00 No. Constructing brick masonry chamber for 53558.28 Rs. Fifty Three No.

underground chamber (Kharkuva) with bricks having Thousand Five

croshing strength not less than 35Kg. Cm2 in C.M. Hundred Fifty

1:5 with (R.C.C. top slab with 1:2:4 mix including Eight and Paise

Beams (1-cement : 2- coarse sand : 4-graded stone Twenty Eight

aggregate 20mm size) foundation concrete 1 : 4 :

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.

52 1000.00 Lit. Providing erecting and fixing double coated 3.95 Rs. Three and Lit.

Syntex PVC. (ISI) water tank of required Paise Ninty Five

capacity each with all necessary fittings and Only.

connection etc. complete on terrace.

Rs. Nine Lack Fifty Five Thousand Five Hundred Eighty Eight and Paise Fifteen 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