PACK-7 (1) Construction of New Anganwadi Building In Kachholi. (2) Construction of New Anganwadi Building In Ajrai Tal.Gandevi, Dist. Navsari

Name of work :- PACK-7 (1) Construction of New Anganwadi Building In Kachholi. (2) Construction of New

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 57.00 Cmt Excavation for foundation up to 1.8 mt. Depth 120.01 Rs. One Hundred Cmt

including sorting out and stacking of useful Twenty and Paise

materials and disposing of the excavated stuff up One Only.

to 50 meter lead(A) Loose or soft soil

2 37.00 Cmt Excavation for foundation for depth from 1.5 m 133.05 Rs. One Hundred Cmt

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

useful materials and disposing off the excavated Paise Five Only.

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

3 9.40 Cmt Laying and spreading available soil in the sub- 145.52 Rs. One Hundred Cmt

grade on a prepared surface, pulverising, mixing Fourty Five and

the spread soil in place with rotavator with 3 per Paise Fifty Two

cent slaked lime having minimum content of 70 Only.

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

4 78.20 Cmt Filling available excavated earth (excluding rock 133.65 Rs. One Hundred Cmt

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

layers not exceeding 20 cm in depth Paise Sixty Five

consolidating each deposited layer by ramming Only.

5 and watering)

98.00 Cmt Filling in foundation and plinth with murrum or 296.29 Rs. Two Hundred Cmt

selected soil in layers of 20cm thickness Ninty Six and

including watering ramming and consolidating Paise Twenty

6 etc. complete

5.60 Cmt Providing and laying cement concrete 1:3:6 (1- 3060.65 Nine Only.

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

aggregate 40mm normal size) and curing and Paise Sixty

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

Foundation and Plinth

7 8.60 Cmt Providing and laying cement concrete 1:2:4 and 4118.78 Rs. Four Cmt

curing complete including the cost of form work Thousand One

but excluding cost of reinforcement for Hundred

reinforced concrete work in Foundations, Eightteen and

footings bases of columns and the like and Mass Paise Seventy

concrete for Footing Eight Only.

8 4.00 Cmt Providing and laying cement concrete 1:2:4 and 8932.44 Rs. Eight Cmt

curing complete including the cost of form work Thousand Nine

but excluding cost of reinforcement for Hundred Thirty

reinforced concrete work in Foundations, Two and Paise

footings bases of columns and the like and Mass Fourty Four

concrete for below plinth columns. Only.

9 7.00 Cmt Providing and laying cement concrete 1:2:4 and 5843.86 Rs. Five Cmt

curing complete including the cost of form work Thousand Eight

but excluding cost of reinforcement for Hundred Fourty

reinforced concrete work for Ground Beam. Three and Paise

10 16.20 Cmt Brick work using common burnt clay building 4121.55 Eighty

brick having crushing strength not less than 35 Thousand One

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

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

Convention Fifty Five Only.

11 10.80 Cmt Providing and laying Cement Concrete 1:2:4 and 4279.37 Rs. Four Cmt

curing complete Including the cost of formwork Thousand Two

But Excluding the cost of reinforcement for Hundred Seventy

reinforced concrete work in R.C.C. Plinth Slab. Nine and Paise

12 4.40 Cmt Providing and laying cement concrete 1:2:4 and 8692.87 Rs. Eight Cmt

curing complete including the cost of form work Thousand Six

but excluding cost of reinforcement for Hundred Ninty

reinforced concrete work for Column in Goround Two and Paise

Floor Eighty Seven

13 1.00 Cmt Providing and laying cement concrete 1:2:4 and 8733.40 Only.

curing complete including the cost of form work Thousand Seven

but including cost of reinforcement for Hundred Thirty

reinforced concrete work for Column in Frist Three and Paise

Floor Fourty Only.

14 7.00 Cmt Providing laying cement concrete 1:2:4 and 6533.69 Rs. Six Thousand Cmt

curing complete including the cost of formwork Five Hundred

but cost of form work but excluding the cost of Thirty Three and

reinforcement of reinforced concrete work in (C) Paise Sixty Nine

Beams, Girders and Cantileve for Ground Floor Only.

15 1.00 Cmt Providing and laying cement concrete 1:2:4 and 8226.45 Rs. Eight Cmt

curing complete including the cost of form work Thousand Two

and excluding the cost of reinforcement for Hundred Twenty

reinforced concrete work in (c) Lintel in Ground Six and Paise

Floor Fourty Five

16 0.40 Cmt Providing and laying cement concrete 1:2:4 and 6601.67 Rs. Six Thousand Cmt

curing complete including the cost of form work Six Hundred One

and excluding the cost of reinforcement for and Paise Sixty

reinforced concrete work in (c) Chajja in Ground Seven Only.

17 10.00 Cmt Providing and laying cement concrete 1:2:4 and 7475.61 Rs. Seven Cmt

curing complete including the cost of form work Thousand Four

but excluding cost of reinforcement for Hundred Seventy

reinforced concrete work for Slab in Ground Five and Paise

Floor Sixty One Only.

18 5644.00 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

19 level work using hydraulically pressed common

31.40 Cmt Brick 4403.40 Only.

burnt clay building brick having crushing Thousand Four

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

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

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

Convention for G.F

20 37.40 Smt. Half brick masonary in hydraulically pressed 734.29 Rs. Seven Smt.

common burnt clay building bricks having Hundred Thirty

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

cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse Twenty Nine

sand) in superstructure above plinth level up to Only.

floor two level Conventional (GF)

21 30.80 Smt. Half brick masonary in hydraulically pressed 740.44 Rs. Seven Smt.

common burnt clay building bricks having Hundred Fourty

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

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

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)

22 5.20 Smt. Providing and laying Machine cut, Free edges, 2249.88 Rs. Two Smt.

Machine polished Granite stone slab 18 mm Thousand Two

thick Single Piece For doors and Windows Cill Hundred Fourty

and Jambs Cladding as per design including Full Nine and Paise

moulded Round front edge and 1 cm nosing and Eighty Eight

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.)

23 15.00 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 2.20 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

25 473.20 Smt. Providing 15mm thick cement plaster in single 225.50 Rs. Two Hundred Smt.

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

brick walls for interior plastering upto floor two Paise Fifty Only.

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.

26 309.00 Smt. Providing 20 mm thick double coat mala cement 279.29 Rs. Two Hundred Smt.

plaster on interior brick / concrete work for Seventy Nine and

plastering comprising of base coat of 12 mm Paise Twenty

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

: 4 coarse sand) in rough finishing and 8 mm

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

27 90.20 Smt. Coarse sand)

P & L 24" finished

x 24" with8 trovel

vitrified including

mm thick tile flooring 1053.32 Rs. One Smt.

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

( 1 cement: 6 coarse sand) on new surface or Three and Paise

fixing on existing flooring by adhesive material Thirty Two Only.

including dismentaling of existing flooring and

jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc.

complete for DARK shade.

28 10.00 Smt. Providing and laying polished kota stone slab 1089.18 Rs. One Smt.

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

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

Cement : 3 coarse sand) and jointed with gray Eightteen Only.

cement slury mixed with pigment to match the

shade of slab including rubbing and polishing

29 23.02 Smt. Providing and laying Ceramic tiles 6mm thick 997.88 Rs. Nine Hundred Smt.

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

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

(1-cement : 3-coarse sand) and jointed with white Eight Only.

30 106.00 Smt. Providing and laying broken chine mosaic 765.97 Rs. Seven Smt.

flooring for terrace using 12 mm to 20 mm Hundred Sixty

broken pieces of glazed tiles to be laid over Five and Paise

cement mortar 1:3 to plain or slope and to be Ninty Seven

tempered to bring mortar creme out upto surface Only.

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.

31 12.00 Rmt 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

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 cost of all materials.(A)

12.00 Rmt 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 2.00 Nos. OD pipe and fixing water closet squatting Pan

Providing 970.17 Rs. Nine Hundred Nos.

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

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

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

Long pattern = White colour

35 4.00 Nos. providing and fixing SWR nanhi trap of the 629.38 Rs. Six Hundred Nos.

following nominal dia of self cleaning design Twenty Nine and

with C L screwed down of hinged grating Paise Thirty Eight

including cost of cutting and making good the Only.

walls floos 100 mm inlet and 50 mm out let etc

36 2.00 Nos. complete

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 4.00 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 6.00 Nos. Providing and fixing brass screw down stop 205.83 Rs. Two Hundred Nos.

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

39 10.00 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

40 10.00 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

41 8.00 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

42 10.00 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

43 2.00 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 Nos. Providing sock pit of 5.00 Cu.M. Volume 3427.65 Rs. Three Nos.

including excavating and filling brickbats with Thousand Four

dry masonry work at top for 45cm. height Hundred Twenty

including covering the top with stone including Seven and Paise

providing vatas in C.M. 1:3 with finishing curing Sixty Five Only.

etc. complete as directed.

45 4.00 No. providing and fixing in position cowl vent to 505.17 Rs. Five Hundred No.

pipe (II) 100mm Five and Paise

Seventeen Only.

46 28.00 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.

47 473.20 Smt Wall painting (two coats) with plastic emulsion 81.05 Rs. Eighty One Smt

paint of approved brand and manufacture on and Paise Five

undecorated wall surface to give an even shade Only.

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

48 309.00 Smt Finishing wall with weather proof exterior 117.40 Rs. One Hundred Smt

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

give an required shape even shade after Paise Fourty

thoroughly brushing the surface to remove all Only.

dirt, and remains of loose powdered materials.etc

49 2.00 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

50 2.00 No. Constructing brick masonry chamber for 52223.06 Rs. Fifty Two No.

underground chamber (Kharkuva) with bricks Thousand Two

having croshing strength not less than 35Kg. Hundred Twenty

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

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

51 2000.00 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.

52 13.40 Qt Steel work, riveted in built up sections framed 5889.50 Rs. Five Qt

work including cutting, hoisting, fixing in Thousand Eight

position and applying a priming coat of read lead Hundred Eighty

paint. (A) In beams and joists, channels angles Nine and Paise

Tees, flats, with connecting plates or angle cleats Fifty Only.

as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like.

53 133.40 Sq.mt Providing corrugated G.I. sheet of class-3 734.19 Rs. Seven Sq.mt

roofing fixed with glavanished iron J or L Hundred Thirty

Hooks, Bolts and nuts 8mm diameter with Four and Paise

bitumen and G.I. limpet washer or G.I. limpet One Nine Only.

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

54 2.00 Job Wall Painting of difrent type of pictures, 15150.00 Rs. Fifteen Job

Alphabet Chart, Number Chart, Birds and Thousand One

animals Pictures, Pyramid and Nundghar Logo Hundred Fifty

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

In-Charge and ICDS Norms.

55 2.00 Nos. Abacus as a Built Element : Making Abacus for 2020.00 Rs. Two Nos.

Classroom as per approved drawing and design Thousand Twenty

make with wood or metal material etc. complete.. Only.

Rs. Twenty Lack Fifty Thousand Four Hundred Twenty Eight and Paise Seventy Five 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