Construction of New Anganwadi Building In Dhaman. Tal.Navsari, Dist. Navsari

Name of work :- Construction of New Anganwadi Building In Dhaman. Tal.Navsari, Dist.

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 Rs. Ps. according to

1 28.50 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 27.80 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 47.90 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)

17.40 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

2.70 Cmt Providing and laying cement concrete 1:3:6 (1- 3060.65 Cmt

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

aggregate 40mm normal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 4.30 Cmt Providing and laying cement concrete 1:2:4 and 4118.78 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 2.10 Cmt Providing and laying cement concrete 1:2:4 and 9178.88 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 3.40 Cmt Providing and laying cement concrete 1:2:4 and 5798.41 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Ground Beam.

9 1.70 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 4.40 Cmt Providing and laying Cement Concrete 1:2:4 4281.39 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 2.30 Cmt Providing and laying cement concrete 1:2:4 and 8692.87 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Column in

12 0.90 Cmt Providing and laying cement concrete 1:2:4 and 8733.40 Cmt

curing complete including the cost of form work

but including cost of reinforcement for

reinforced concrete work for Column in First

13 3.00 Cmt Providing laying cement concrete 1:2:4 and 6572.07 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

14 0.40 Cmt Providing and laying cement concrete 1:2:4 and 8267.86 Cmt

curing complete including the cost of form work

and excluding the cost of reinforcement for

reinforced concrete work in (c) Lintel in Ground

15 0.30 Cmt Providing and laying cement concrete 1:2:4 and 6601.67 Cmt

curing complete including the cost of form work

and excluding the cost of reinforcement for

reinforced concrete work in (c) Chajja in

16 4.20 Cmt Providing and laying cement concrete 1:2:4 and 7475.61 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Slab in Ground

17 2906.00 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

18 19.90 Cmt level

Brick work using hydraulically pressed 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

19 18.10 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)

20 32.50 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)

21 2.60 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.)

22 6.30 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.

23 1.10 Smt. 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

24 72.90 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)

25 164.40 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.

26 154.60 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

27 1.40 Smt. Cement : 2 Coarse

Constructing sand) finished

Platform of trovel

thick Polished Black Granite at top and 25 mm

thick Kota stone slab using cement mortar 1:3

for sandwitch and fitting at Bottom and

edgeswith water proof regid adhesives including

making necessary grooves in wall with Vertical

Kota stone 30 mm x 2 No. sandwitch thick

every 60 cm center to center including all labour

material of approved quality including full

moulded round front edge fixed in wall for

partition and jointed with grey cement slurry

including rubbing and polishing etc. complate.

28 33.00 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

3.00 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

30 34.02 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

31 44.00 Smt. Providing and laying broken chine mosaic 765.97 Smt.

flooring for terrace using 12 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.ted.

32 8.00 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,

33 6.00 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,

34 including cost

6.00 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)

35 1.00 Nos. 15mm ODand

Providing pipefixing water closet squatting Pan 970.17 Nos.

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

bed concrete, foot reste and trap to be measured

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

Long pattern = White colour

36 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

37 1.00 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

38 2.00 Nos. Providing and fixing ball cock of approved. 102.91 Nos.

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

39 3.00 Nos. Providing and fixing brass screw down stop 205.83 Nos.

tap.(A) 15mm dia.

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

soil, waste and ventilating pipes of the following

nominal size. (B) 75mm dia.

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

soil, waste and ventilating pipes of the following

nominal size. (B) 100mm dia.

42 5.00 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

43 5.00 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

44 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

45 1.00 Nos. Providing sock pit of 5.00 Cu.M. Volume 3427.65 Nos.

including excavating and filling brickbats with

dry masonry work at top for 45cm. height

including covering the top with stone including

providing vatas in C.M. 1:3 with finishing

curing etc. complete as directed.

46 2.00 No. providing and fixing in position cowl vent to 505.17 No.

pipe (II) 100mm

47 16.00 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rmt.

50mm dia. and 30cm. length.

48 164.40 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.

49 154.60 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

50 5.00 Smt painting two coat (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.

51 1.00 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

52 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.

53 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.

54 0.66 Qt Steel work, riveted in built up sections framed 5889.50 Qt

work including cutting, hoisting, fixing in

position and applying a priming coat of read

lead paint. (A) In beams and joists, channels

angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and

jack rafters, purlins conneted to common rafters

55 44.00 Sq.mt Providing corrugated G.I. sheet of class-3 734.19 Sq.mt

roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

56 2.00 Rmt. Providing and fixing S.S. railing 90 cm height 4611.96 Rmt.

fixed on side of stair with necessary hold fast

with 12 x 12 mm S.S. square vertical balustrade

2 no each per tread with 2 nos of 40 mm x 4 mm

S S flats tie at 30 cm and 60 cm height from

the tread with 40 mm dia S S hand rail on the

top including cutting welding fabricating

including polishing etc. complete.

Rs. Nine Lack Fourty Six Thousand Two Hundred Eight and Paise Fifty One 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