Construction of New Anganwadi Building In Salej Patheriya. Tal.Gandevi, Dist. Navsari

Name of work :- Construction of New Anganwadi Building In Salej Patheriya. Tal.Gandevi, 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 29.90 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 28.80 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 0.00 Cmt Laying and spreading available soil in the sub- 0.00 Cmt

grade on a prepared surface, pulverising, mixing

the spread soil in place with rotavator with 3 per

cent slaked lime having minimum content of

per cent of CaO, grading with motor grader and

compacting with the road roller at OMC to the

desired density to form a layer of improved sub

3 50.30 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)

23.10 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

3.10 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 4045.05 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 1.60 Cmt Providing and laying cement concrete 1:2:4 and 9043.54 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 4.10 Cmt Providing and laying cement concrete 1:2:4 and 5840.83 Cmt

curing complete including the cost of form work

but excluding cost of reinforcement for

reinforced concrete work for Ground Beam.

9 6.10 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 3.90 Cmt Providing and laying Cement Concrete 1:2:4 and 4289.47 Cmt

curing complete Including the cost of formwork

But Excluding the cost of reinforcement for

reinforced concrete work in R.C.C. Plinth Slab.

11 1.60 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 0.60 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 Frist

13 4.20 Cmt Providing laying cement concrete 1:2:4 and 6588.23 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 8734.48 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 0.20 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 Ground

16 3.40 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 3111.00 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 11.40 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

19 23.70 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 30.00 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 6.50 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 7.20 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 0.80 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

25 151.50 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.

26 149.60 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 8 mm

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

33.20 Smt. P & L 24"sand) finished

x 24" with8 trovel

vitrified including

mm 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.

29 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 19.86 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 39.00 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 cmalong

the wall,clearing with water and oxalic acid etc.

as directed.ted.

32 10.00 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 beconcealed 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

33 6.00 Rmt Providing laying and jointing in true line and 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 beconcealed 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) 25mm

34 6.00 Rmt Providing laying and jointing in 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

35 1.00 Nos. Providing and fixing 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 3.00 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.

48 151.50 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.

49 149.60 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

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 = 5.00 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 2.00 Lit. Providing and fixing S.S. railing 90 cm height 4611.96 Lit.

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.

55 0.78 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 and the like.

56 43.00 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.

57 1.00 Job Wall Painting of difrent type of pictures, 15150.00 Job

Alphabet Chart, Number Chart, Birds and

animals Pictures, Pyramid and Nundghar Logo

etc.. with oil paint as per instruction by Engineer-

In-Charge and ICDS Norms.

Rs. Nine Lack Fourty Eight Thousand Seven Hundred Six and Paise Sixty Eight 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.

1 2 All Works shall be carried out3 as per Public Work Department Handbook

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