New Gujarat Pattern (2236 Nutrition 96 Percent ) : 2025 - 2026 Construction of New Anganwadi Building at Village Tankal Talav Falia. Taluka : Chikhli. District : Navsari. (3rd Re-invite)

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 Thirty

Three and Paise

stacking of useful materials and disposing off Five Only

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

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 Hundred Thirty

Three and Paise

etc. in layers not exceeding 20 cm. in depth Sixty Five Only

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.

thickness including watering, ramming and Twenty Nine

consolidating etc. complete. Only

6 2.30 Cu.mt. Providing and laying Cement Concrete 1:3:6 3060.65 Rupees Three Cu.mt.

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

bat aggregate 40mm normal size) and curing Five Only

complete excluding cost of formwork in (A)

Foundation and Plinth

7 4.30 Cu.mt. Providing and laying Cement Concrete 1:2:4 4118.78 Rupees Four Cu.mt.

(M-150) and curing complete including the Hundred

cost of form work but excluding cost of Eighteen and

reinforcement for reinforced concrete work

in Foundations, Footings Bases of Columns

and the like and Mass Concrete For Footing

8 1.80 Cu.mt. Providing and laying Cement Concrete 1:2:4 9628.33 Rupees Nine Cu.mt.

(M-150) and curing complete including the Hundred

cost of form work but excluding cost of Twenty Eight

reinforcement for reinforced concrete work and Paise

in Foundations, Footings Bases of Columns Only

and the like and Mass Concrete For Below

Plinth Columns.

9 3.50 Cu.mt. Providing and laying Cement Concrete 1:2:4 5843.86 Rupees Five Cu.mt.

(M-150) and curing complete including the Hundred Forty

Three and Paise

cost of form work but excluding cost of Eighty Six Only

reinforcement for 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 1:2:4 4291.49 Rupees Four Cu.mt.

(M-150) and curing complete Including the Hundred Ninety

cost of formwork but excluding the cost of One and Paise

Forty Nine Only

reinforcement for reinforced concrete work

in R.C.C. Plinth Slab.

12 2.20 Cu.mt. Providing and laying Cement Concrete 1:2:4 8692.87 Rupees Eight Cu.mt.

(M-150) and curing complete including the Hundred Ninety

cost of form work but excluding cost of Two and Paise

reinforcement for reinforced concrete work Only

For Column in (A) Goround Floor.

13 0.20 Cu.mt. Providing and laying Cement Concrete 1:2:4 8733.40 Rupees Eight Cu.mt.

(M-150) and curing complete including the Seven Hundred

cost of form work but excluding cost of Thirty Three

and Paise Forty

reinforcement for reinforced concrete work Only

For Column in (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 Thirty

of formwork but cost of form work but Three and Paise

Sixty Nine Only

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 Five

reinforced concrete work in (c) Lintel in 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 1:2:4 7475.61 Rupees Seven Cu.mt.

(M-150) and curing complete including the Hundred

cost of form work but excluding cost of Seventy Five

and Paise Sixty

reinforcement for reinforced concrete work One Only

For Slab in Ground Floor

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

Seven and Paise

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

binding and placing in position complete For 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 / sq.cm. and Paise Forty

in Super Structure above plinth level up to Only

floor two level in Cement Mortar 1:6 (1 -

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

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

pressed common burnt clay building bricks Four and Paise

having crushing strenght not less than less Twenty Nine

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

- 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 edges, 2249.88 Rupees Two Sq.mt.

Machine polished Granite Stone Slab 18 mm

thick Single Piece For doors and Windows Nine and Paise

Cill and Jambs Cladding as per design Eighty Eight

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.

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 frames Thirty Eight

10 cm x 7 cm size including black enamelled and Paise

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 upto and Paise Fifty

floor two level and finished even and smooth Only

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

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

Three and Paise

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

Cement : 6 - Coarse Sand) on new surface or 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 Seven and Paise

risers of steps and dedo on 10 mm thick Eighty Eight

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

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 and

Dedo and Pillars laid on 10 mm thick cement Paise Eighteen

mortar 1:3 (1-Cement : 3-Coarse Sand) and 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) 40 mm

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) 25 mm

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

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

Sixty Five Only

line including fitting make or equivalent as

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) 15 mm

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

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

(Earthwork, bed concrete, foot reste and trap Paise

to be measured and paid for separately) (A) Seventeen Only

Vitreous China. (I) Long Pattern = White

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 the Thirty Eight

walls floos 100 mm inlet and 50 mm out let Only

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 x Six and Paise

300 mm size (inside) with standard weight. Ninety Two

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

100mm Size P or R Type

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

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 Thirty Nine

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

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

Floor 10.0 Kg. F/Cm2 working pressure Nine and Paise

poluthene pipes of the following outside Dia. Five Only

Low densidy, complete with special falnge

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 and Paise

poluthene pipes of the following outside Dia. Twenty Three

Low densidy, complete with special falnge 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 20 mm size)

foundation concrete 1:5:10 inside plaster

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

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) to Hundred

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

bricks having croshing strength not less than Twenty Three

35Kg. Cm2 in C.M. 1:5 with (R.C.C. Top Slab and Paise Six

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

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 Inlets.

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, Hundred Eighty

fixing in position and applying a priming coat Nine and Paise

of red lead paint. (A) In beams and joists, Fifty Only

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.

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 Four and Paise

Hooks, Bolts and nuts 8mm diameter with Nineteen Only

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.

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 slope 69.47 Rupees Sixty Cu.mt.

and camber for making a base for road work Nine and Paise

including removing the excavated stuff and Only

depositing on the road side slope as directed

up to 50Mt. lead.

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

I by providing coarse graded B.T. machine Hundred Sixty

and Paise Fifty

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

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. Complete.

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