Construction of New Anganwadi Building At Suryabarda-2 Tal. Waghai, Dist. Dang

Name of work :- Construction of New Anganwadi Building At Suryabarda-2 Tal. Waghai, 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 1.8 mt. Depth 117.08 Rs. One Hundred Cmt

including sorting out and stacking of useful Seventeen and

materials and disposing of the excavated stuff up Paise Eight Only.

to 50 meter lead(A) Loose or soft soil

2 12.60 Cmt Excavation for foundation for depth from 1.5 m 129.81 Rs. One Hundred Cmt

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

useful materials and disposing off the excavated Paise Eighty One

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

3 0.40 Cmt Filling in plinth with sand under floors including 460.19 Rs. Four Hundred Cmt

watering ramming, consolidating and dressing Sixty and Paise

complete One Nine Only.

4 35.80 Cmt Filling available excavated earth (excluding rock 130.39 Rs. One Hundred Cmt

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

layers not exceeding 20 cm in depth Thirty Nine

consolidating each deposited layer by ramming Only.

5 20.20 Cmt and watering)

Filling in foundation and plinth with murrum or 289.06 Rs. Two Hundred Cmt

selected soil in layers of 20cm thickness Eighty Nine and

including watering ramming and consolidating Paise Six Only.

6 etc. complete

3.80 Cmt Providing and laying cement concrete 1:3:6 (1- 2986.00 Rs. Two Cmt

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

aggregate 40mm normal size) and curing Hundred Eighty

complete excluding cost of formwork in (A) Six Only.

Foundation and Plinth

7 5.00 Cmt Providing and laying cement concrete 1:1.5:3 (M- 4731.85 Rs. Four Cmt

200) and curing complete including the cost of Thousand Seven

form work but excluding cost of reinforcement Hundred Thirty

for reinforced concrete work in Foundations, One and Paise

footings bases of columns and the like and Mass Eighty Five

concrete for Footing Only.

8 1.60 Cmt Providing and laying cement concrete 1:1.5:3 (M- 9415.22 Rs. Nine Cmt

200) and curing complete including the cost of Thousand Four

form work but excluding cost of reinforcement Hundred Fifteen

for reinforced concrete work in Foundations, and Paise Twenty

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

concrete for below plinth columns.

9 4.10 Cmt Providing and laying cement concrete 1:1.5:3 (M- 6155.95 Rs. Six Thousand Cmt

200) and curing complete including the cost of One Hundred

form work but excluding cost of reinforcement Fifty Five and

for reinforced concrete work for Ground Beam. Paise Ninty Five

10 3.30 Cmt Brick work using common burnt clay building 4021.02 Only.

brick having crushing strength not less than 35 Thousand Twenty

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

mortar 1:6 ( 1 Cement: 6 fine sand) (B) Two Only.

11 5.40 Cmt Providing and laying Cement Concrete 1:1.5:3 4617.72 Rs. Four Cmt

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

of formwork But Excluding the cost of Hundred

reinforcement for reinforced concrete work in Seventeen and

R.C.C. Plinth Slab. Paise Seventy

12 2.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 9664.69 Rs. Nine Cmt

200) and curing complete including the cost of Thousand Six

form work but excluding cost of reinforcement Hundred Sixty

for reinforced concrete work for Column in Four and Paise

Goround Floor Sixty Nine Only.

13 0.40 Cmt Providing and laying cement concrete 1:1.5:3 (M 9705.09 Rs. Nine Cmt

200) and curing complete including the cost of Thousand Seven

form work but including cost of reinforcement Hundred Five and

for reinforced concrete work for Column in Frist Paise Nine Only.

14 3.70 Cmt Providing laying cement concrete 1:1.5:3 (M 6834.67 Rs. Six Thousand Cmt

200) and curing complete including the cost of Eight Hundred

formwork but cost of form work but excluding Thirty Four and

the cost of reinforcement of reinforced concrete Paise Sixty Seven

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

15 0.50 Cmt Providing and laying cement concrete 1:1.5:3 (M 8500.16 Rs. Eight Cmt

200) and curing complete including the cost of Thousand Five

form work and excluding the cost of Hundred and

reinforcement for reinforced concrete work in (c) Paise Sixteen

Lintel in Ground Floor Only.

16 0.20 Cmt Providing and laying cement concrete 1:1.5:3 (M 10547.43 Rs. Ten Cmt

200) and curing complete including the cost of Thousand Five

form work and excluding the cost of Hundred Fourty

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

Chajja in Ground Floor Fourty Three

17 5.00 Cmt Providing and laying cement concrete 1:1.5:3 (M 9567.73 Only.

200) and curing complete including the cost of Thousand Five

form work but excluding cost of reinforcement Hundred Sixty

for reinforced concrete work for Slab in Ground Seven and Paise

Floor Seventy Three

18 3566.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 76.21 Rs. Seventy Six Kg

reinforcement for RCC work including bending and Paise Twenty

& placing in position complete For all floor One Only.

19 level work using hydraulically pressed common

15.40 Cmt Brick 4295.99 Rs. Four Cmt

burnt clay building brick having crushing Thousand Two

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

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

in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B) Ninty Nine Only.

Convention for G.F

20 18.70 Smt. Half brick masonary in hydraulically pressed 716.37 Rs. Seven Smt.

common burnt clay building bricks having Hundred Sixteen

crushing strenght not less than less than 35 kg/sq. and Paise Thirty

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse Seven Only.

sand) in superstructure above plinth level up to

floor two level Conventional (GF)

21 10.30 Smt. Half brick masonary in hydraulically pressed 722.37 Rs. Seven Smt.

common burnt clay building bricks having Hundred Twenty

crushing strenght not less than less than 35 kg/sq. Two and Paise

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse Thirty Seven

sand) with 2 nos of 6mm mild steel round bars Only.

after every three course embedded in cement

mortar in superstructure above plinth level up to

floor two level Conventional (FF)

22 2.60 Smt. Providing and laying Machine cut, Free edges, 2251.90 Rs. Two Smt.

Machine polished Granite stone slab 18 mm Thousand Two

thick Single Piece For doors and Windows Cill Hundred Fifty

and Jambs Cladding as per design including Full One and Paise

moulded Round front edge and 1 cm nosing and Ninty Only.

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.)

23 9.00 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 cm. Hundred Thirty

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

25 238.60 Smt. Providing 15mm thick cement plaster in single 223.19 Rs. Two Hundred Smt.

coat on Rough (Similar)side of single or half Twenty Three and

brick walls for interior plastering upto floor two Paise One Nine

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.

26 122.60 Smt. Providing 20 mm thick double coat mala cement 272.48 Rs. Two Hundred Smt.

plaster on interior brick / concrete work for Seventy Two and

plastering comprising of base coat of 12 mm Paise Fourty

thick cement plaster in cement mortar (1 Cement Eight Only.

: 4 coarse sand) in rough finishing and 8 mm

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

27 45.10 Smt. Coarse sand)

P & L 24" finished

x 24" with8 trovel

vitrified including

mm thick tile flooring 1111.94 Rs. One Smt.

over 20 mm (average) base of cement mortar 1:6 Thousand One

( 1 cement: 6 coarse sand) on new surface or Hundred Eleven

fixing on existing flooring by adhesive material and Paise Ninty

including dismentaling of existing flooring and Four Only.

jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc.

complete for DARK shade.

28 4.00 Smt. Providing and laying polished kota stone slab 1091.25 Rs. One Smt.

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

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

Cement : 3 coarse sand) and jointed with gray Twenty Five

cement slury mixed with pigment to match the Only.

shade of slab including rubbing and polishing

29 9.55 Smt. Providing and laying Ceramic tiles 6mm thick 1038.39 Rs. One Smt.

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

steps and dedo on 10mm thick cement plaster 1:3 Eight and Paise

(1-cement : 3-coarse sand) and jointed with white Thirty Nine

cement slurry Only.

30 53.00 Smt. Providing and laying water proofing treatment 1128.47 Rs. One Smt.

with broken china mosaic flooring by Thousand One

conventional method including cleaning the slab Hundred Twenty

surface by wire brush as directed including Eight and Paise

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

31 directed. laying and jointing in true line and

12.00 Rmt Providing 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

32 8.00 Rmt all materials.(A)

Providing laying40mm OD pipe in true line and

and jointing 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

33 10.00 Rmt cost of all materials.(A)

Providing 25mm OD

laying and jointing in pipe

true line and 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

34 1.00 Nos. OD pipe and fixing water closet squatting Pan

Providing 948.09 Rs. Nine Hundred Nos.

(Indian type W.C. Pan) size 580mm (Earthwork, Fourty Eight and

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

and paid for separately) (A) Vitreous China.(I)

Long pattern = White colour

35 2.00 Nos. providing and fixing SWR nanhi trap of the 620.39 Rs. Six Hundred Nos.

following nominal dia of self cleaning design Twenty and Paise

with C L screwed down of hinged grating Thirty Nine

including cost of cutting and making good the Only.

walls floos 100 mm inlet and 50 mm out let etc

36 1.00 Nos. Providing and fixing S.W. gully trap with C.I. 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.

37 2.00 Nos. Providing and fixing ball cock of approved. 102.91 Rs. One Hundred Nos.

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

Ninty One Only.

38 3.00 Nos. Providing and fixing brass screw down stop 205.83 Rs. Two Hundred Nos.

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

39 5.00 Nos. Providing and fixing UPVC spigot and socket 739.41 Rs.Only.

soil, waste and ventilating pipes of the following Hundred Thirty

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

Fourty One Only.

40 5.00 Nos. Providing and fixing UPVC spigot and socket 890.46 Rs. Eight Nos.

soil, waste and ventilating pipes of the following Hundred Ninty

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

41 10.00 Rmt Providing and fixing to wall ceiling and floor 336.24 Six Only.

10.0 Kg. F/Cm2 working pressure poluthene Hundred Thirty

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

complete with special falnge compression type Twenty Four

fittings, wall clipsetc. including making good the Only.

wall ceiling and floor.(G)110 mm

42 6.00 Rmt Providing and fixing to wall ceiling and floor 277.43 Rs. Two Hundred Rmt

10.0 Kg. F/Cm2 working pressure polythene Seventy Seven

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

complete with special falnge compression type Three Only.

fittings, wall clipsetc. including making good the

wall ceiling and floor.(F) 75mm

43 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

44 2.00 No. providing and fixing in position cowl vent to 501.87 Rs. Five Hundred No.

pipe (II) 100mm One and Paise

45 14.04 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.

46 238.60 Smt Wall painting (two coats) with plastic emulsion 79.39 Rs. Seventy Nine Smt

paint of approved brand and manufacture on and Paise Thirty

undecorated wall surface to give an even shade Nine Only.

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

47 122.60 Smt Finishing wall with weather proof exterior 114.53 Rs. One Hundred Smt

emulsion paint on wall surface (two coats) to Fourteen and

give an required shape even shade after Paise Fifty Three

thoroughly brushing the surface to remove all Only.

dirt, and remains of loose powdered materials.etc

48 1.00 No. Constructing Brick masonry road gully chamber 2017.19 Rs. Two No.

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

450mm C.I. horizontal grating wih frame Seventeen and

complete. Paise One Nine

49 1.00 No. Constructing brick masonry chamber for 42427.07 Rs. Fourty Two No.

underground chamber (Kharkuva) with bricks Thousand Four

having croshing strength not less than 35Kg. Hundred Twenty

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

1:2:4 mix including Beams (1-cement : 2- coarse Seven Only.

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.

50 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 Sixty Nine Thousand Two Hundred Fifty Five and Paise Thirty Three 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 Deputy Executive Engineer

Panchayat (R&B) Sub Division