Construction of New Anganwadi Building at Kalakacha-1. Tal. Navsari. Dist. Navsari

Name of work :- Construction of New Anganwadi Building at Kalakacha-1. Tal. Navsari. Dist. Navsari

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 28.50 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 9.30 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 0.80 Cmt Filling in plinth with sand under floors including 460.19 Rs. Four Cmt

watering ramming, consolidating and dressing Hundred Sixty

complete and Paise One

4 30.00 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 21.70 Cmt and watering)

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

selected soil in layers of 20cm thickness Hundred Eighty

including watering ramming and consolidating Nine and Paise

6 2.80 Cmt etc. complete

Providing and laying cement concrete 1:3:6 (1- 2986.00 Six Only.

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 4.30 Cmt Providing and laying cement concrete 1:2:4 and 4021.82 Rs. Four Cmt

curing complete including the cost of form work Thousand

but excluding cost of reinforcement for Twenty One and

reinforced concrete work in Foundations, Paise Eighty

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

concrete for Footing

8 1.40 Cmt Providing and laying cement concrete 1:2:4 and 8858.71 Rs. Eight Cmt

curing complete including the cost of form work Thousand Eight

but excluding cost of reinforcement for Hundred Fifty

reinforced concrete work in Foundations, Eight and Paise

footings bases of columns and the like and Mass Seventy One

concrete for below plinth columns. Only.

9 3.50 Cmt Providing and laying cement concrete 1:2:4 and 5701.45 Rs. Five Cmt

curing complete including the cost of form work Thousand Seven

but excluding cost of reinforcement for Hundred One

reinforced concrete work for Ground Beam. and Paise Fourty

10 2.50 Cmt Brick work using common burnt clay building 4021.02 Five Only.

brick having crushing strength not less than 35 Thousand

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

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

11 5.40 Cmt Providing and laying Cement Concrete 1:2:4 and 4175.34 Rs. Four Cmt

curing complete Including the cost of formwork Thousand One

But Excluding the cost of reinforcement for Hundred Seventy

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

12 2.20 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 Two and Paise

Goround Floor Eighty Seven

13 0.50 Cmt Providing and laying cement concrete 1:2:4 and 8732.41 Rs.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 Two and Paise

Floor Fourty One Only.

14 3.50 Cmt Providing laying cement concrete 1:2:4 and 6374.11 Rs. Six Cmt

curing complete including the cost of formwork Thousand Three

but cost of form work but excluding the cost of Hundred Seventy

reinforcement of reinforced concrete work in Four and Paise

(C) Beams, Girders and Cantileve for Ground Eleven Only.

15 0.50 Cmt Providing and laying cement concrete 1:2:4 and 8025.46 Rs. Eight Cmt

curing complete including the cost of form work Thousand

and excluding the cost of reinforcement for Twenty Five and

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

16 0.20 Cmt Providing and laying cement concrete 1:2:4 and 6480.92 Rs. Six Cmt

curing complete including the cost of form work Thousand Four

and excluding the cost of reinforcement for Hundred Eighty

reinforced concrete work in (c) Chajja in and Paise Ninty

Ground Floor Two Only.

17 5.00 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 2702.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 76.21 Rs. Seventy Six Kg

reinforcement for RCC work including bending and Paise

& placing in position complete For all floor Twenty One

19 level work using hydraulically pressed

15.70 Cmt Brick 4295.99 Only.

common burnt clay building brick having Thousand Two

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

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

level in cement mortar 1:6 ( 1 Cement: 6 fine Ninty Nine Only.

sand) (B) 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 and Paise Thirty

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

coarse sand) in superstructure above plinth level

up to floor two level Conventional (GF)

21 15.40 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 Two and Paise

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

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

bars 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, 2223.31 Rs. Two Smt.

Machine polished Granite stone slab 18 mm Thousand Two

thick Single Piece For doors and Windows Cill Hundred Twenty

and Jambs Cladding as per design including Full Three and Paise

moulded Round front edge and 1 cm nosing and Thirty One 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 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 Eight and Paise

oxidixed fixtures and fastenings including Thirty Only.

primer coat of 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

25 236.60 Smt. Providing 15mm thick cement plaster in single 220.01 Rs. Two Smt.

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

brick walls for interior plastering upto floor two and Paise One

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.

26 134.20 Smt. Providing 20 mm thick double coat mala cement 272.48 Rs. Two Smt.

plaster on interior brick / concrete work for Hundred Seventy

plastering comprising of base coat of 12 mm Two and Paise

thick cement plaster in cement mortar (1 Cement Fourty Eight

: 4 coarse sand) in rough finishing and 8 mm Only.

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

27 45.10 Smt. 2P Coarse

& L 24"sand)x finished with trovel

24" vitrified 8 mm including

thick tile 1027.62 Rs. One Smt.

flooring over 20 mm (average) base of cement Thousand

mortar 1:6 ( 1 cement: 6 coarse sand) on new Twenty Seven

surface or fixing on existing flooring by and Paise Sixty

adhesive material including dismentaling of Two Only.

existing flooring and jointed with color cement

slurry including finised with flush pointing &

cleaning the surface etc. complete for DARK

4.00 Smt. Providing and laying polished kota stone slab 1062.62 Rs. One Smt.

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

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

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

cement slury mixed with pigment to match the

shade of slab including rubbing and polishing

29 11.51 Smt. Providing and laying Ceramic tiles 6mm thick 973.54 Rs. Nine Smt.

(vitrified 8 mm thick tile) in skrting risers of Hundred Seventy

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

1:3 (1-cement : 3-coarse sand) and jointed with Fifty Four Only.

white cement slurry

30 53.00 Smt. Providing and laying broken chine mosaic 747.29 Rs. Seven Smt.

flooring for terrace using 12 mm to 20 mm Hundred Fourty

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

cement mortar 1:3 to plain or slope and to be Twenty Nine

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 6.00 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,

32 4.00 Rmt including

Providing cost of all

laying andmaterials.(A)

jointing in 40mm ODand

true line 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,

33 including cost

6.00 Rmt Providing of all

laying andmaterials.(A)

jointing in 25mm ODand

true line 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)

34 1.00 Nos. 15mm OD and

Providing pipefixing water closet squatting Pan 946.50 Rs. Nine Nos.

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

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

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

Long pattern = White colour

35 2.00 Nos. providing and fixing SWR nanhi trap of the 614.03 Rs. Six Hundred Nos.

following nominal dia of self cleaning design Fourteen and

with C L screwed down of hinged grating Paise Three

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 Nos.

tap.(A) 15mm dia. Hundred Five

and Paise Eighty

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

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 4.00 Rmt Providing and fixing to wall ceiling and floor 336.24 Six Three

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 5.00 Rmt Providing and fixing to wall ceiling and floor 277.43 Rs. Two Rmt

10.0 Kg. F/Cm2 working pressure polythene Hundred Seventy

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

complete with special falnge compression type Fourty Three

fittings, wall clipsetc. including making good the Only.

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

frame (Light duty) 455mm x 610mm intenal Seventy Six

dimensions total weight of cover with frame to Only.

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 1.00 Nos. Providing sock pit of 5.00 Cu.M. Volume 3372.19 Rs. Three Nos.

including excavating and filling brickbats with Thousand Three

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

including covering the top with stone including Two and Paise

providing vatas in C.M. 1:3 with finishing One Nine Only.

curing etc. complete as directed.

45 2.00 No. providing and fixing in position cowl vent to 501.87 Rs. Five No.

pipe (II) 100mm Hundred One

and Paise Eighty

46 14.00 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.

47 236.60 Smt Wall painting (two coats) with plastic emulsion 79.07 Rs. Seventy Nine Smt

paint of approved brand and manufacture on and Paise Seven

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.

48 134.20 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 complete

49 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

50 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 =

Cu.mt. for pipe line with one or two inlets.

51 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.

52 6.70 Qt Steel work, riveted in built up sections framed 5818.65 Rs. Five Qt

work including cutting, hoisting, fixing in Thousand Eight

position and applying a priming coat of read Hundred

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

angles Tees, flats, with connecting plates or Paise Sixty Five

angle cleats as in main and cross beams. Hip and Only.

jack rafters, purlins conneted to common rafters

53 66.70 Sq.mt Providing corrugated G.I. sheet of class-3 727.13 Rs. Seven Sq.mt

roofing fixed with glavanished iron J or L Hundred Twenty

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

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

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

54 1.00 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 1.00 Nos. Abacus as a Built Element : Making Abacus for 2020.00 Rs. Two Nos.

Classroom as per approved drawing and design Thousand

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

56 1.50 Cu.mt Box cutting the road surface to proper slope and 69.47 Rs. Sixty Nine Cu.mt

camber for making a base for road work and Paise Fourty

including removing the excavated stuff and Seven Only.

depositing on the road side slope as directed

upto 50Mt.lead.

57 1.50 Cu.mt Construction of granular sub-base Grading-I by 793.86 Rs. Seven Cu.mt

providing coarse graded B.T. machine crushed Hundred Ninty

material satisfying MOST specification of Three and Paise

grading I including spreading in uniform layers Eighty Six Only.

with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC,

and compacting with vibratory roller to achieve

the desired density, etc complete.

58 28.40 Sq.mt Providing and fixing pre-cast Rubber Dye / steel 740.51 Rs. Seven Sq.mt

Dye inter locking concrete block 60mm thick Hundred Fourty

with grade of concrete M300 pnumatic and Paise Fifty

compressed / vibrated mechanically and as per One Only.

approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc.

Rs. Nine Lack Sixty Four Thousand Nine Hundred Fifty Five and Paise Sixty Two 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