C.D.P.-5 Panchayat Ghar Cum Talati Mantri Awas Yojana : 2025 - 2026 Construction of Various New Gram Panchayat Building at Chikhli Taluka District Navsari Package No.33 [Total 2 Works] Taluka : Chikhli. District : Navsari.

Name of work : C.D.P.-5 Panchayat Ghar Cum Talati Mantri Awas Yojana : 2025 -

Construction of Various New Gram Panchayat Building at Chikhli Taluka District

Navsari Package No.33 [Total 2 Works]

[1] Construction of New Gram Panchayat Building at Village Satadiya.

[2] Construction of New Gram Panchayat Building at Village Chitali.

Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Total

Estimated Rates

Ite estimated Amount

m but may Item of work Unit according to

No. be more In words estimated

or less quantities

1 85.80 Cu.mt. Excavation for foundation up to 1.5 m depth 120.01 Rupees One Cu.mt.

including sorting out and stacking of useful Hundred

materials and disposing off the excavated One Paisa

stuff upto 50 Meter lead. (A) Loose or Soft Only

2 85.80 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 and Paise

off the excavated stuff up to 50 Meter lead. Five Only

(A) Loose or Soft Soil.

3 25.80 Cu.mt. Providing and laying Rubble for Apron 1067.08 Rupees One Cu.mt.

(each stone weighing not less than 40 Kg.)

including hand packing and filling in the and Paise

interstices with quarry spall. Eight Only

4 171.40 Cu.mt. Filling available excavated earth 133.65 Rupees One Cu.mt.

(excluding rock) in trenches plinth, sides of Thirty Three

foundations etc. in layers not exceeding 20 and Paise

cm. in depth consolidating each deposited Only

layer by ramming and watering.

5 161.20 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

thickness including watering, ramming and

consolidating etc. complete. Only

6 5.80 Cu.mt. Providing and Laying Cement Concrete 1:2:4 3989.04 Rupees Three Cu.mt.

(M-150) (1-Cement : 2-Coarse Sand : 4- Nine Hundred

Graded Stone Aggregates 20 mm Nominal Eighty Nine

Size) and curing complete excluding cost of and Paise

formwork and reinforcement for reinforced

concrete work in (A) Foundation Footings,

Base of Columns and Mass Concrete.

7 15.80 Cu.mt. Providing and Laying Cement Concrete 1:1:2 4763.16 Rupees Four Cu.mt.

(M-250) and curing complete including the Seven

cost of form work but excluding cost of Hundred

reinforcement for reinforced concrete work

in Foundation Footings, Base of Columns Sixteen Only

and the like and Mass Concrete For Footing

8 6.00 Cu.mt. Providing and Laying Cement Concrete 1:1:2 8856.69 Rupees Eight Cu.mt.

(M-250) and curing complete including the Eight

cost of form work but excluding cost of Hundred Fifty

reinforcement for reinforced concrete work Six and Paise

in Foundation Footings, Base of Columns Only

and the like and Mass Concrete For Below

Plinth Columns.

9 9.40 Cu.mt. Providing and Laying Cement Concrete 1:1:2 6279.17 Rupees Six Cu.mt.

(M-250) and curing complete including the Two Hundred

cost of form work but excluding cost of and Paise

reinforcement for reinforced concrete work Only

For Ground Beam.

10 23.80 Cu.mt. Brick work using common burnt clay 4121.55 Rupees Four Cu.mt.

building brick having crushing strength not One Hundred

less than 35 kg / sq. cm. in foundation and and Paise

plinth in cement mortar 1:6 ( 1 Cement: 6 Fifty Five

fine sand) (B) Convention Plinth Masonry

11 10.80 Cu.mt. Providing and Laying Cement Concrete 4625.80 Rupees Four Cu.mt.

1:1.5:3 (M-200) and curing complete Thousand Six

including the cost of form work but Twenty Five

excluding cost of reinforcement for and Paise

reinforced concrete work in R.C.C. Plinth Eighty Only

12 6.40 Cu.mt. Providing and Laying Cement Concrete 8800.13 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Eight

including the cost of form work but Hundred and

excluding cost of reinforcement for Paise

reinforced concrete work For Column in

(A) Ground Floor.

13 5.80 Cu.mt. Providing and Laying Cement Concrete 8840.53 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Eight

including the cost of form work but Hundred

excluding cost of reinforcement for Forty and

reinforced concrete work For Column in Three Only

(B) First Floor.

14 0.60 Cu.mt. Providing and Laying Cement Concrete 8880.93 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Eight

including the cost of form work but Hundred

excluding cost of reinforcement for Eighty and

reinforced concrete work For Column in Three Only

(C) Second Floor & Tarrace.

15 5.80 Cu.mt. Providing and Laying Cement Concrete 6692.26 Rupees Six Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred

including the cost of form work but Ninety Two

excluding cost of reinforcement for

reinforced concrete work in (C) Beams, Only

Girders and Cantilever For Ground Floor.

16 3.00 Cu.mt. Providing and Laying Cement Concrete 6732.66 Rupees Six Cu.mt.

1:1.5:3 (M-200) and curing complete Thousand

including the cost of form work but Hundred

excluding cost of reinforcement for Thirty Two

reinforced concrete work in (C) Beams, and Paise

Girders and Cantilever For (B) First Floor Sixty Six Only

17 1.00 Cu.mt. Providing and Laying Cement Concrete 8576.92 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Five Hundred

including the cost of form work but Seventy Six

excluding cost of reinforcement for Ninety Two

reinforced concrete work in (C) Lintel in

18 1.20 Cu.mt. Providing and Laying Cement Concrete 8617.32 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred

including the cost of form work but Seventeen

excluding cost of reinforcement for and Paise

reinforced concrete work in (C) Lintel in Only

19 0.80 Cu.mt. Providing and Laying Cement Concrete 10078.80 Rupees Ten Cu.mt.

1:1.5:3 (M-200) and curing complete Thousand

including the cost of form work but and Paise

excluding cost of reinforcement for Eighty Only

reinforced concrete work in (C) Chhajja in

20 0.80 Cu.mt. Providing and Laying Cement Concrete 10119.20 Rupees Ten Cu.mt.

1:1.5:3 (M-200) and curing complete Thousand

including the cost of form work but Nineteen and

excluding cost of reinforcement for Paise Twenty

reinforced concrete work in (C) Chhajja in Only

21 15.00 Cu.mt. Providing and Laying Cement Concrete 9575.81 Rupees Nine Cu.mt.

1:1.5:3 (M-200) and curing complete Five Hundred

including the cost of form work but Seventy Five

excluding cost of reinforcement for and Paise

reinforced concrete work For Slab in Only

22 15.00 Cu.mt. Providing and Laying Cement Concrete 9559.65 Rupees Nine Cu.mt.

1:1.5:3 (M-200) and curing complete Five Hundred

including the cost of form work but Fifty Nine and

excluding cost of reinforcement for Paise Sixty

reinforced concrete work For Slab in First

23 5.20 Cu.mt. Providing and Laying Cement Concrete 7361.89 Rupees Seven Cu.mt.

1:1.5:3 (M-200) and curing complete Three

including the cost of form work but Hundred

excluding cost of reinforcement for Paise Eighty

reinforced concrete work in R.C.C. Stair

Cases for Ground Floor.

24 11602.00 Kg. Providng TMT Bars renforcement of FE 500 77.29 Rupees Kg.

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

binding and placing in position complete for

all floor. For Up to All Full Height.

25 36.00 Cu.mt. Brick work using hydraulically pressed 4403.40 Rupees Four Cu.mt.

common burnt clay building brick having Thousand

crushing strength not less than 35 kg / sq. Three and

cm. in Super Structure above plinth level up Paise Forty

to Floor two level in cement mortar 1:6 ( 1 Only

Cement: 6 fine sand) (B) Convention For

26 39.80 Cu.mt. Brick work using hydraulically pressed 4444.59 Rupees Four Cu.mt.

common burnt clay building brick having Thousand

crushing strength not less than 35 kg / sq. Forty Four

cm. in Super Structure above plinth level up and Paise

to Floor two level in cement mortar 1:6 ( 1 Fifty Nine

Cement: 6 fine sand) (B) Convention For Only

27 3.80 Cu.mt. Brick work using hydraulically pressed 4485.77 Rupees Four Cu.mt.

common burnt clay building brick having Thousand

crushing strength not less than 35 kg / sq. Eighty Five

cm. in Super Structure above plinth level up and Paise

to Floor two level in cement mortar 1:6 ( 1 Seventy

Cement: 6 fine sand) (B) Convention For Seven Only

28 89.00 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 ( 1 Twenty Nine

Cement : 3 coarse sand) in Super Structure

above plinth level up to Floor two level (B)

Conventional For Ground Floor.

29 28.20 Sq.mt. Half Brick Masonary in hydraulically 740.44 Rupees Seven Sq.mt.

pressed common burnt clay building bricks Forty and

having crushing strenght not less than less Paise Forty

than 35 kg / sq. cm. in cement mortar 1:3 ( 1 Four Only

Cement : 3 coarse sand) in Super Structure

above plinth level up to Floor two level (B)

Conventional For First Floor.

30 49.20 Sq.mt. Providing and Laying Machine Cut, Free 2249.88 Rupees Two Sq.mt.

Edges, Machine Polished Granite Stone Thousand

Slab 18 mm thick Single Piece For Door and Forty Nine

Windows Cill and Jambs Cladding as per and Paise

design including Full moulded Round front Eighty Eight

edge and 1 cm nosing and laid on 20 mm Only

thick cement Mortar 1:6 (1-Cement : 6-

Coarse Sand) and jointed with gray cement

slurry including rubbing and polishing etc.

31 31.20 Sq.mt. Providing and fixing 35 mm thick Shutters 5338.30 Rupees Five Sq.mt.

for Doors, Windows and Clerestory Three

Windows including Indian teak wood Hundred

frames 10 cm x 7 cm. size including black Thirty Eight

enamelled iron oxidixed fixtures and Thirty Only

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete. (ii) Fully Panelled.

32 9.60 Sq.mt. Providing and fixing FRP Frame size 125 x 2019.98 Rupees Two Sq.mt.

65 mm and 35 mm thick FRP shutter with

wood grain raised panneled design finish Paise Ninety

shutter having extra reinforcement on sides Eight Only

& edges in Gel coat finish. The core of the

shutter & frame is to be filed up with

injected polyurethene foam done in situ

along with embedded wooden pieces for

stiffening & also taking hinges & fintures.

The whole FRP frame & shutter is to be

water proof weather proof, termite proof &

resistance to mild acid / alkali. Rates are to

be inclusive of S.S hinges with fastener

sleeve & alluminium fixtures & fastenings.

33 29.40 Sq.mt. Providing and fixing window having 1583.95 Rupees One Sq.mt.

extruded aluminum Colour anodized

section frame main outer size 95 mm x 24 Eighty Three

mm x 1.17 mm (of Jindal Section No.2459) @ and Paise

wt. of 0.738 Kg / mt , horizontal Three track

member size 92 mm x 31.75 mm x 1.30 mm

(of Jindal Section No.8688) @ Wt. 1.07 Kg /

mt , vertical member of size 92 mm x

mm x 1.50 mm (of Jindal Section No.8933) @

Wt. 1.06 Kg / mt with sliding shutters of

horizontal member size 40 mm x 18mm x

1.29 mm (of Jindal Section No.8947) @ wt. of

0.456 Kg / mt, vertical member of size

mm x 18 mm x 1.29 mm (of Jindal Section

No.8949) @ wt. of 0.456 Kg / mt / with

mm thick transparent bronze colour tinted

float glass with powder coated aluminum

fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details

34 2.20 Sq.mt. Providing and fixing standared extruded of 1175.56 Rupees One Sq.mt.

alluminium section of size 63 mm x 38.10 One Hundred

mm x 1.2 mm (of Jindal Section No.2434) @ Seventy Five

Wt. 0.643 Kg / mt with colour Powder and Paise

Coated alluminium frame for ventilation

with 5 mm thick frosted glass as details etc

complete For Ventilation

35 872.00 Sq.mt. Providing 15 mm 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

upto floor two level and finished even and Fifty 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

36 395.00 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.

37 201.20 Sq.mt. P & L 24" x 24" Vitrified 8 mm thick tile 1053.32 Rupees One Sq.mt.

flooring over 20 mm (average) base of

cement mortar 1:6 (1-cement : 6-coarse and Paise

sand) on new surface or fixing on existing Thirty Two

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

38 14.00 Sq.mt. P & L 24" x 24" Vitrified 8 mm thick tile 1432.78 Rupees One Sq.mt.

flooring over 20 mm (average) base of

cement mortar 1:6 (1-cement : 6-coarse Thirty Two

sand) on new surface or fixing on existing and Paise

flooring by adhesive material including Only

dismentaling of existing flooring and jointed

with color cement slurry including finised

with flush pointing & cleaning the surface

etc. complete For Antiskit

39 46.22 Sq.mt. Providing and laying Ceramic tiles 6 mm 997.88 Rupees Nine Sq.mt.

thick in skrting risers of steps and dedo on Hundred

10 mm thick cement plaster 1:3 (1-cement : and Paise

3-coarse sand) and jointed with white Eighty Eight

cement slurry Only

40 32.00 Sq.mt. Providing and laying Polished Kota Stone 1089.18 Rupees One Sq.mt.

Slab 25mm thick in risers of steps, skirting Eighty Nine

Dedo and pillars laid on 10mm 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.

41 126.40 Sq.mt. Providing and Laying Water Proofing 1163.62 Rupees One Sq.mt.

Treatment with broken China Mosaic

flooring by conventional method including Sixty Three

clearing the slab surface by wire brush as and Paise

directed including providing first layer of Sixty Two

C.M. 1:4 of 40 mm thickness mixed with

water proofing compound at rate prescribed

by manufacturer, including putting of brick

bats of average thickness 40 mm Well

immersed in water laid uniformly on first

layer of mortar including applying cement

slurry @ rate of 0.08 bag / sqm. on fixed

layer of brick bats including maintaining

necessary slope in second layer 40 mm thick

C.M. 1:4 mixed with water proofing

compound as directed, including finishing

smooth with cement slurry as directed

complete and using 12 mm to 20 mm broken

pieces of Glazed tiles to be paid over cement

mortar 1:3 to plain or slope and to be

tempered to bring mortar crème out up to

surface using white cement including

rounding off junctions and extending them

up to 15 cm along the wall, clearing with

water and oxalic acid etc. as directed.

42 26.00 Rmt. Providing laying and jointing in true line and 148.12 Rupees One Rmt.

level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by and Paise

Engineer In Charge. Pipe shall be fixed on Twelve Only

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) 40 mm OD Pipe.

43 16.00 Rmt. Providing laying and jointing in true line and 91.84 Rupees Rmt.

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by Eighty Four

Engineer In Charge. Pipe shall be fixed on Only

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) 25 mm OD Pipe.

44 20.00 Rmt. Providing laying and jointing in true line and 72.65 Rupees Rmt.

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by Sixty Five

Engineer In Charge. Pipe shall be fixed on Only

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) 15 mm OD Pipe.

45 4.00 No. Providing and fixing wsh down water closet 4642.16 Rupees Four No.

European type, W.C. Pan with integral P or

S trap including jointing the trap with soil Forty Two

pipe in Cement Mortar 1:1 (1-Cement : 1- and Paise

fine sand) (A) vitreous China Pattern - I (i) in Sixteen Only

white colour with Providing and fixing

Litres low level flushing cistern with a pair

of C.I. or Mild brackets complete with fittings

such as lead valve less syphon, 15 mm

nominal size brass ball valve with polythene

float C.P brass handle unions and couplings

for connections with inlet, outlet and

overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes

in walls and making good the same

connecting the flush bend with cistern and

closet Providing and fixing plastic seat and

cover for wash down water closer with C.P.

brass hinges and rubber buffers. Providing

and fixing toilet paper holder. (A) C.P. Brass

Providing and fixing screw down bib taps of

following size. (B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia.

46 4.00 No. Providing and fixing Washbasin with single 1456.06 Rupees One No.

hole for pillar tap with C.I. or M.S. brackets Thousand

painted white including cutting holes and Fifty Six and

making good the same including pillar tap Paise Six Only

brass waste, stopcock and MI fisher union

fitting waste pipe : (ii) Flat Back washbasin

550 mm x 400 mm size. including all

necessary fitting.

47 2.00 No. Providing and fixing Kitchen Sink with C.I. 2326.66 Rupees Two No.

or M.S. brackets, painted white including Three

cutting holes in walls and making good the Hundred

same but excluding fittings. (C) Vitreous Twenty Six

China Sink. (i) 600mm x 450mm x 150mm Sixty Six Only

48 8.00 No. Providing and fixing screw down bib taps of 186.83 Rupees One No.

following size. Of Jaquar Brand product as Eighty Six and

approved by Engineer in Charge (I) 15mm

49 4.00 No. Providing and fixing SWR Nahni Trap of the 629.38 Rupees Six No.

following nominal diameter of self cleaning Hundred

design with C.I. screaed down or higned and Paise

grating including cost of cutting and making Thirty Eight

good the walls and floor 100 mm inlet and Only

50 mm outlet etc. Complete.

50 4.00 No. Providing and fixing S.W. Gully Trap with 1246.92 Rupees One No.

C.I. grating brick masonry chamber and Two Hundred

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

x 300 mm size (inside) with standard Paise Ninety

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

x 100 mm size P or R type

51 8.00 No. Providing and fixing brass screw down Stop 220.82 Rupees Two No.

Tap (C) 25mm dia. Two Only

52 4.00 Rmt. Providing and fixing UPVC spigot and socket 741.01 Rupees Seven Rmt.

soil, waste and ventilating pipes of the One Paisa

following nominal size. (B) 75 mm dia.

53 4.00 Rmt. Providing and fixing UPVC spigot and socket 892.39 Rupees Eight Rmt.

soil, waste and ventilating pipes of the and Paise

following nominal size. (C) 100 mm dia.

54 26.00 Rmt. Providing and fixing to wall ceiling and 339.05 Rupees Three Rmt.

floor 10.0 Kg. F/Cm2 working pressure Thirty Nine

polythene pipes of the following outside Dia. and Paise

Low densidy, complete with special falnge Five Only

compression type fittings, wall clips etc.

including making good the wall ceiling and

floor. (G) 110 mm

55 16.00 Rmt. Providing and fixing to wall ceiling and 280.23 Rupees Two Rmt.

floor 10.0 Kg. F/Cm2 working pressure Eighty and

polythene pipes of the following outside Dia. Paise Twenty

Low densidy, complete with special falnge Three Only

compression type fittings, wall clips etc.

including making good the wall ceiling and

floor. (F) 75 mm

56 2.00 No. Constructing Brick Masonry Chamber for 3660.76 Rupees Three No.

under ground C.I. inspection chamber

(Kharkuwa) and bends with bricks having Sixty and

crushing strength not less than 35 Kg. / Paise Seventy

Sq.Cm in C.M.1:5 C.I. cover with frame

(Light duty) 455 mm x 610 mm internal

dimension total weight of cover with frame

to be not less than 38 Kg. wt. of cover 23 Kg.

& wt. of frames 15 Kg. R.C.C. top slab with

1:2:4 (1-Cement : 2-Coarse Sand : 4-Graded

stone aggregate, 20 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

& bed concrete etc. complete. (ii) Inside

diamension 500 mm x 700 mm and 450 mm

deep for pipe line with one or two inlets.

57 6.00 No. Providing and fixing in position Cowel Vent 505.17 Rupees Five No.

to Pipe (II) 100 mm

58 55.52 Rmt. Providing and fixing G.I. Rain Water Spout 101.91 Rupees One Rmt.

of 50 mm dia and 30 cm length. Only

59 872.00 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.

60 395.00 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 and Paise

thoroughly brushing the surface to remove Forty Only

all dirt, and remains of loose powdered

materials. etc complete.

61 4.00 No. Constructing Brick masonry road gully 2017.19 Rupees Two No.

chamber 500 mm x 450 mm x 600 mm Seventeen

including 500 mm x 450 mm C.I. horizontal

grating wih frame complete.

62 2.00 No. Constructing Brick Masonry Chamber for 52223.06 Rupees Fifty No.

Underground Chamber (Kharkuwa) with Two

brick having crushing strength not less then Two Hundred

35 Kg / Cm2 in C.M. 1:5 with R.C.C. top slab Twenty Three

with 1:2:4 mix including Beams (1-Cement : and Paise Six

2-Coarse Sand : 4-Graded Stone Aggregate Only

20 mm size) foundation concrete 1:4:8

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

dimensional 2.00 mt. dia x 1.25 mt. deep =

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

63 2000.00 Ltr. Providing erecting and fixing double coated 3.95 Rupees Three Ltr.

Syntax PVC (ISI) Water Tank of required Ninety Five

capacity each with all necessary fittings and Only

connection etc. complete on terrace

Rupees Thirty Seven Lakhs Seventy Eight Thousand Nine Hundred Fifty Two and One Paisa 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. 3778952.01 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