New Gujarat Pattern (2225 A.J.JA. & P.V.K. 96 Percent): 2025- 2026Construction of New Anganwadi Building at Village Malwada Mandir Falia.Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

estimated Amount

but may Item of work Unit according to

be more In words estimated

or less Rs. Ps. quantities

1 28.50 Cu.mt. Excavation for foundation up to 1.5 m 120.01 Rupees One Cu.mt.

depth including sorting out and stacking of Hundred

useful materials and disposing off the One Paisa Only

excavated stuff upto 50 Meter lead. (A)

Loose or soft soil.

2 9.30 Cu.mt. Excavation for foundation for depth from 133.05 Rupees One Cu.mt.

1.5 m to 3.0 m including sorting out and Hundred

stacking of useful materials and disposing off and Paise Five

the excavated stuff up to 50 Meter lead. (A) Only

Loose or soft soil.

3 0.80 Cu.mt. Filling in plinth with sand under floors 471.69 Rupees Four Cu.mt.

including watering ramming, consolidating and Paise Sixty

and dressing complete

4 30.50 Cu.mt. Filling available excavated earth (excluding 133.65 Rupees One Cu.mt.

rock) in trenches plinth, sides of foundations Thirty Three

etc. in layers not exceeding 20 cm. in depth and Paise Sixty

consolidating each deposited layer by

ramming and watering.

5 50.20 Cu.mt. Filling in foundation and plinth with 296.29 Rupees Two Cu.mt.

murrum or selected soil in layers of 20 cm. Ninety Six and

thickness including watering, ramming and

consolidating etc. complete.

6 2.30 Cu.mt. Providing and laying Cement Concrete 3060.65 Rupees Three Cu.mt.

1:3:6 (1- Cement : 3- Coarse sand : 6- Graded and Paise Sixty

brick bat aggregate 40mm normal size) and Five Only

curing complete excluding cost of formwork

in (A) Foundation and Plinth

7 4.30 Cu.mt. Providing and laying Cement Concrete 4118.78 Rupees Four Cu.mt.

1:2:4 (M-150) and curing complete Thousand One

including the cost of form work but Eighteen and

excluding cost of reinforcement for Paise Seventy

reinforced concrete work in Foundations, Eight Only

Footings Bases of Columns and the like and

Mass Concrete For Footing

8 1.80 Cu.mt. Providing and laying Cement Concrete 9628.33 Rupees Nine Cu.mt.

1:2:4 (M-150) and curing complete Hundred

including the cost of form work but Twenty Eight

excluding cost of reinforcement for and Paise

reinforced concrete work in Foundations, Only

Footings Bases of Columns and the like and

Mass Concrete For Below Plinth Columns.

9 3.50 Cu.mt. Providing and laying Cement Concrete 5843.86 Rupees Five Cu.mt.

1:2:4 (M-150) and curing complete Eight Hundred

including the cost of form work but and Paise

excluding cost of reinforcement for Eighty Six Only

reinforced concrete work For Ground Beam.

10 8.20 Cu.mt. Brick work using common burnt clay 4121.55 Rupees Four Cu.mt.

building brick having crushing strength not Hundred

less than 35 kg / sq. cm. in Foundation and Twenty One

and Paise Fifty

Plinth in Cement Mortar 1:6 (1-Cement : 6- Five Only

Fine Sand) (B) Convention

11 4.10 Cu.mt. Providing and laying Cement Concrete 4291.49 Rupees Four Cu.mt.

1:2:4 (M-150) and curing complete Hundred

Including the cost of formwork but excluding Ninety One and

the cost of reinforcement for reinforced Nine Only

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

12 2.20 Cu.mt. Providing and laying Cement Concrete 8692.87 Rupees Eight Cu.mt.

1:2:4 (M-150) and curing complete Thousand Six

including the cost of form work but Ninety Two

excluding cost of reinforcement for and Paise

reinforced concrete work For Column in Eighty Seven

(A) Goround Floor. Only

13 0.20 Cu.mt. Providing and laying Cement Concrete 8733.40 Rupees Eight Cu.mt.

1:2:4 (M-150) and curing complete Thousand

including the cost of form work but Thirty Three

excluding cost of reinforcement for and Paise Forty

reinforced concrete work For Column in Only

(A) First Floor.

14 3.50 Cu.mt. Providing laying Cement Concrete 1:2:4 (M- 6533.69 Rupees Six Cu.mt.

150) and curing complete including the cost Hundred

of formwork but cost of form work but Thirty Three

and Paise Sixty

excluding the cost of reinforcement of

reinforced concrete work in (C) Beams,

Girders and Cantileve For Ground Floor

15 0.50 Cu.mt. Providing laying Cement Concrete 1:2:4 (M- 8226.45 Rupees Eight Cu.mt.

150) and curing complete including the cost Thousand Two

of formwork but cost of form work but Twenty Six and

excluding the cost of reinforcement of Paise Forty

reinforced concrete work in (c) Lintel in Five Only

16 0.20 Cu.mt. Providing laying Cement Concrete 1:2:4 (M- 6601.67 Rupees Six Cu.mt.

150) and curing complete including the cost Thousand Six

of formwork but cost of form work but and Paise Sixty

excluding the cost of reinforcement of Seven Only

reinforced concrete work in (c) Chajja in

17 4.20 Cu.mt. Providing and laying Cement Concrete 7475.61 Rupees Seven Cu.mt.

1:2:4 (M-150) and curing complete Thousand Four

including the cost of form work but Seventy Five

excluding cost of reinforcement for and Paise Sixty

reinforced concrete work For Slab in One Only

18 2617.00 Kg. Providng TMT Bars renforcement of FE 500 77.29 Rupees Kg.

/ 500D for R.C.C. work including bending

binding and placing in position complete For Twenty Nine

all Floor. Only

19 15.50 Cu.mt. Brick work using hydraulically pressed 4403.40 Rupees Four Cu.mt.

common burnt clay building brick having Thousand Four

crushing strength not less than 35 kg / and Paise Forty

sq.cm. in Super Structure above plinth level Only

up to floor two level in Cement Mortar 1:6

(1 - Cement : 6 - Fine Sand) (B) Convention

For Ground Floor.

20 18.90 Sq.mt. Half Brick Masonary in hydraulically 734.29 Rupees Seven Sq.mt.

pressed common burnt clay building bricks Thirty Four

having crushing strenght not less than less and Paise

than 35 kg / sq. cm. in Cement Mortar 1:3 Twenty Nine

(1 - Cement : 3 - Coarse Sand) in Super

Structure above plinth level up to floor two

level Conventional (Ground Floor)

21 5.20 Sq.mt. Half Brick Masonary in hydraulically 740.44 Rupees Seven Sq.mt.

pressed common burnt clay building bricks

and Paise Forty

having crushing strenght not less than less Four Only

than 35 kg / sq. cm. in Cement Mortar 1:3

(1 - Cement : 3 - Coarse Sand) with 2 nos of

mm mild steel round bars after every three

course embedded in Cement Mortar 1:3 (1 -

Cement : 3 - Coarse Sand) in Super

Structure above plinth level up to floor two

level Conventional (First Floor)

22 2.60 Sq.mt. Providing and laying Machine cut, Free 2249.88 Rupees Two Sq.mt.

edges, Machine polished Granite Stone Slab Thousand Two

18 mm thick Single Piece For doors and Nine and Paise

Windows Cill and Jambs Cladding as per Eighty Eight

design including Full moulded Round front Only

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.

23 7.50 Sq.mt. Providing and fixing 35 mm thick Shutters 5338.30 Rupees Five Sq.mt.

For Doors, Windows and Clerestory Three Hundred

Windows including Indian teak wood Thirty Eight

frames 10 cm x 7 cm size including black and Paise

enamelled iron oxidixed fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

complete. (ii) Fully Panelled.

24 1.10 Sq.mt. Providing and fixing standared extruded of 1175.56 Rupees One Sq.mt.

Alluminium Section of size 63 mm x 38.10 Thousand One

mm x 1.2 mm (Jindal Section : 2434, @ Wt. Seventy Five

0.643 Kg / mt) with Colour Powder Coated and Paise Fifty

alluminium frame for ventilation with 5 mm Six Only

thick frosted glass as details etc complete

For Ventilation.

25 238.60 Sq.mt. Providing 15mm thick Cement Plaster in 225.50 Rupees Two Sq.mt.

single coat on Rough (Similar) side of single Hundred

or half brick walls for interior plastering and Paise Fifty

upto floor two level and finished even and Only

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.

26 134.10 Sq.mt. Providing 20 mm thick Double Coat Mala 279.29 Rupees Two Sq.mt.

Cement Plaster on interior brick / concrete

work for plastering comprising of base coat and Paise

of 12 mm thick cement plaster in cement Twenty Nine

mortar (1 - Cement : 4 - Coarse Sand) in

rough finishing and 8 mm thick top coat of

cement mortar 1:2 (1 - Cement : 2 - Coarse

Sand) finished with trovel including

scaffolding curing etc. complete.

27 45.10 Sq.mt. Providing and Laying 24" x 24" Vitrified 8 1053.32 Rupees One Sq.mt.

mm thick Tile Flooring over 20 mm Thousand Fifty

(average) base of cement mortar 1:6 (1 - Paise Thirty

Cement : 6 - Coarse Sand) on new surface or Two Only

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

28 6.60 Sq.mt. Providing and laying Ceramic Tiles 6 mm 997.88 Rupees Nine Sq.mt.

thick (vitrified 8 mm thick tile) in skrting Ninety Seven

risers of steps and dedo on 10 mm thick and Paise

cement plaster 1:3 (1-cement : 3-coarse Only

sand) and jointed with white cement slurry

29 5.00 Sq.mt. Providing and laying Polished Kota Stone 1089.18 Rupees One Sq.mt.

Slab 25 mm thick in risers of Steps, Skirting Eighty Nine

Dedo and Pillars laid on 10 mm thick cement and Paise

mortar 1:3 (1-Cement : 3-Coarse Sand) and Eighteen Only

jointed with gray cement slury mixed with

pigment to match the shade of slab including

rubbing and polishing etc. complete.

30 53.00 Sq.mt. Providing and laying Broken Chine Mosaic 765.97 Rupees Seven Sq.mt.

Flooring For Terrace using 12 mm to

mm broken pieces of glazed tiles to be laid Ninety Seven

over cement mortar 1:3 to plain or slope and Only

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.

31 6.00 Rmt. Providing & laying and jointing in true line 148.12 Rupees One Rmt.

and level 40 mm dia UPVC Pipe (SCH-40)

Eight and Paise

line including fitting make or equivalent as Twelve Only

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and

jointes and fixin the sam with adhesive

solvent including cost of matarial (A)

32 4.00 Rmt. Providing & laying and jointing in true line 91.84 Rupees Ninety Rmt.

and level 25 mm dia UPVC Pipe (SCH-40)

line including fitting make or equivalent as Only

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and

jointes and fixin the sam with adhesive

solvent including cost of matarial (A)

33 6.00 Rmt. Providing & laying and jointing in true line 72.65 Rupees Rmt.

and level 15 mm Dia UPVC Pipe (SCH-40)

and Paise Sixty

line including fitting make or equivalent as Five Only

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and

jointes and fixin the sam with adhesive

solvent including cost of matarial (A)

34 1.00 No. Providing and fixing Water Closet 970.17 Rupees Nine No.

Squatting Pan (Indian type W.C. Pan) size Hundred

580mm (Earthwork, bed concrete, foot reste Paise

and trap to be measured and paid for Seventeen Only

separately) (A) Vitreous China. (I) Long

Pattern = White Colour

35 2.00 No. providing and fixing SWR Nanhi Trap of the 629.38 Rupees Six No.

following nominal dia of self cleaning design Hundred

with C L screwed down of hinged grating and Paise

including cost of cutting and making good Thirty Eight

the walls floos 100 mm inlet and 50 mm out Only

let etc complete.

36 1.00 No. Providing and fixing S.W. Gully Trap with 1246.92 Rupees One No.

C.I. grating brick masonry chamber and Thousand Two

water tight C.I. cover with frame of 300 mm Six and Paise

x 300 mm size (inside) with standard Ninety Two

weight. (i) Square mouth traps. (B) 150mm Only

x 100mm Size P or R Type

37 3.00 No. Providing and Fixing Brass Screw Down 205.83 Rupees Two No.

Stop Tap. (A) 15mm dia. Only

38 2.00 No. Providing and Fixing Ball Cock of approved. 102.91 Rupees One No.

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

39 5.00 No. Providing and Fixing UPVC Spigot and 741.01 Rupees Seven No.

Socket Soil, waste and ventilating pipes of One and One

the following nominal size. (B) 75mm dia.

40 5.00 No. Providing and Fixing UPVC Spigot and 892.39 Rupees Eight No.

Socket Soil, waste and ventilating pipes of and Paise

the following nominal size. (B) 100mm dia. Only

41 4.00 Rmt. Providing and fixing to Wall Ceiling and 339.05 Rupees Three Rmt.

Floor 10.0 Kg. F/Cm2 working pressure Thirty Nine

poluthene pipes of the following outside Dia. and Paise Five

Low densidy, complete with special falnge Only

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor. (G) 110 mm

42 5.00 Rmt. Providing and fixing to Wall Ceiling and 280.23 Rupees Two Rmt.

Floor 10.0 Kg. F/Cm2 working pressure Eighty and

poluthene pipes of the following outside Dia. Paise Twenty

Low densidy, complete with special falnge Three Only

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor. (F) 75 mm

43 1.00 No. Constructing Brick Masonry Chamber for 3660.76 Rupees Three No.

underground C.I. Inspection chamber and

bends with briocks having croshing strength and Paise

not less than 35Kg. Cm in C.M. 1:5 C.I. cover Seventy Six

with frame (Light duty) 455 mm x 610 mm

intenal dimensions total weight of cover

with frame to be not less than 38 Kg. (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

mm size) foundation concrete 1:5:10 inside

plaster 15 mm 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 500 mm x

700 mm and 450 mm deep For Pipe Line

with One or Two Inlets.

44 1.00 No. Providing Sock Pit of 5.00 Cu.M. Volume 3427.65 Rupees Three No.

including excavating and filling brickbats Hundred

with dry masonry work at top for 45cm. Twenty Seven

and Paise Sixty

height including covering the top with stone

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

finishing curing etc. complete as directed.

45 2.00 No. Providing and Fixing in Position Cowl Vent 505.17 Rupees Five No.

to Pipe (II) 100mm

46 14.00 No. Providing and fixing G.I. Rain Water Spout 101.91 Rupees One No.

of 50mm dia. and 30cm. length. Only

47 238.60 Sq.mt. Wall Painting (two coats) with plastic 81.05 Rupees Eighty Sq.mt.

emulsion paint of approved brand and One and Paise

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.

48 134.10 Sq.mt. Finishing wall with weather proof exterior 117.40 Rupees One Sq.mt.

emulsion paint on wall surface (two coats) Hundred

to give an required shape even shade after Paise Forty

thoroughly brushing the surface to remove Only

all dirt, and remains of loose powdered

materials.etc complete.

49 1.00 No. Constructing Brick Masonry Road Gully 2017.19 Rupees Two No.

Chamber 500 mm x 450 mm x 600 mm

including 500 mm x 450 mm C.I. Horizontal Paise Nineteen

Grating wih frame complete. Only

50 1.00 No. Constructing Brick Masonry Chamber for 52223.06 Rupees Fifty No.

underground chamber (Kharkuva) with Two Thousand

bricks having croshing strength not less than Twenty Three

35Kg. Cm in C.M. 1:5 with (R.C.C. Top Slab and Paise Six

with 1:2:4 mix including Beams (1-Cement : Only

2-Coarse Sand : 4-Graded Stone Aggregate

20mm size) foundation concrete 1 : 4 :

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

51 1000.00 Ltr. Providing erecting and fixing double coated 3.95 Rupees Three Ltr.

Syntex PVC. (ISI) Water Tank of required Ninety Five

capacity each with all necessary fittings and Only

connection etc. complete on terrace.

52 6.70 Qtl. Steel work, Riveted in built up Sections 5889.50 Rupees Five Qtl.

Framed work including cutting, hoisting, Thousand

fixing in position and applying a priming Eighty Nine

coat of red lead paint. (A) In beams and and Paise Fifty

joists, channels angles Tees, flats, with Only

connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the

53 65.90 Sq.mt. Providing corrugated G.I. Sheet of class-3 734.19 Rupees Seven Sq.mt.

roofing fixed with glavanished iron J or L Thirty Four

Hooks, Bolts and nuts 8mm diameter with and Paise

bitumen and G.I. limpet washer or G.I. limpet Nineteen 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, 11413.00 Rupees Eleven Job

Alphabet Chart, Number Chart, Birds and Thousand Four

Animals Pictures, Pyramid and Nundghar Thirteen Only

Logo etc. with oil paint as per instruction by

Engineer-In-Charge and ICDS Norms.

55 1.00 No. Abacus as a Built Element : Making Abacus 2020.00 Rupees Two No.

for Classroom as per approved drawing and Thousand

design make with wood or metal material

56 5.50 Cu.mt. Box Cutting the road surface to proper 69.47 Rupees Sixty Cu.mt.

slope and camber for making a base for road Forty Seven

work including removing the excavated stuff Only

and depositing on the road side slope as

directed up to 50Mt. lead.

57 4.40 Cu.mt. Construction of Granular Sub-Base 660.54 Rupees Six Cu.mt.

Grading-I by providing coarse graded B.T.

and Paise Fifty

machine crushed material satisfying MOST Four Only

specification of Grading I including

spreading in uniform layers 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.

58 108.07 Sq.mt. Providing and fixing pre-cast Rubber Dye / 740.51 Rupees Seven Sq.mt.

Steel Dye inter locking Concrete Block Hundred Forty

and Paise Fifty

60mm thick with grade of concrete M300 One Only

pneumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the

joint with sand in proper line and level as

per guidelines of IRC : SP 63-2018 etc.

Rupees Ten Lakhs Forty Nine Thousand Six Hundred Five and Paise Sixteen Only

Deputy Executive Engineer, Executive Engineer,

Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,

Chikhli. Navsari.

I / we am / are willing to carry out the work at ___________________________ % Above / Below percent

(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender

works out as under :

* Estimated Amount * Estimated Amount

Put to Tender Rs. 1049605.16 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of

the 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 quoted include clearance of site (Prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site moisture, weather etc.

Note 4. To be continued on additional sheets, If found necessary.

Signature of the Contractor Signature of the Executive Engineer