Pradhan Mantri Khan Khanij Kshetra Yojana : 2026 - 2027 Construction of New Anganwadi Building at Village Rumla Ambapada. 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 33.30 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 13.70 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 9.30 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 37.20 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 20.20 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 3.80 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 5.00 Cu.mt. Providing and laying Cement Concrete 4764.17 Rupees Four Cu.mt.

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

including the cost of form work but excluding Sixty Four and

cost of reinforcement for reinforced concrete Paise

work in Foundations, Footings Bases of Seventeen Only

Columns and the like and Mass Concrete For

8 1.70 Cu.mt. Providing and laying Cement Concrete 9626.31 Rupees Nine Cu.mt.

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

including the cost of form work but excluding Twenty Six and

cost of reinforcement for reinforced concrete Paise Thirty

work in Foundations, Footings Bases of

Columns and the like and Mass Concrete For

Below Plinth Columns.

9 4.10 Cu.mt. Providing and laying Cement Concrete 6213.52 Rupees Six Cu.mt.

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

including the cost of form work but excluding Thirteen and

Paise Fifty Two

cost of reinforcement for reinforced concrete Only

work For Ground Beam.

10 3.70 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 5.40 Cu.mt. Providing and laying Cement Concrete 4649.03 Rupees Four Cu.mt.

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

Including the cost of formwork but excluding Nine and Paise

the cost of reinforcement for reinforced

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

12 2.40 Cu.mt. Providing and laying Cement Concrete 9767.71 Rupees Nine Cu.mt.

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

including the cost of form work but excluding Sixty Seven and

cost of reinforcement for reinforced Paise Seventy

concrete work For Column in (A) Goround One Only

13 0.40 Cu.mt. Providing and laying Cement Concrete 9808.11 Rupees Nine Cu.mt.

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

including the cost of form work but excluding and Paise

cost of reinforcement for reinforced Eleven Only

concrete work For Column in (A) First

14 3.70 Cu.mt. Providing laying Cement Concrete 1:1.5:3 6904.36 Rupees Six Cu.mt.

(M-200) and curing complete including the Hundred Four

cost of formwork but cost of form work but and Paise

Thirty Six 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 1:1.5:3 8596.11 Rupees Eight Cu.mt.

(M-200) and curing complete including the Thousand Five

cost of formwork but cost of form work but Six and Paise

excluding the cost of reinforcement of Eleven Only

reinforced concrete work in (c) Lintel in

16 0.20 Cu.mt. Providing laying Cement Concrete 1:1.5:3 10379.77 Rupees Ten Cu.mt.

(M-200) and curing complete including the Three Hundred

cost of formwork but cost of form work but Seventy Nine

excluding the cost of reinforcement of and Paise

reinforced concrete work in (c) Chajja in Only

17 5.20 Cu.mt. Providing and laying Cement Concrete 9520.26 Rupees Nine Cu.mt.

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

including the cost of form work but excluding Twenty and

cost of reinforcement for reinforced concrete Six Only

work For Slab in Ground Floor

18 2702.00 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 18.70 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 12.80 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.

25 238.50 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

26 128.00 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.

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 13.53 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 4.00 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 Water Proofing 1165.64 Rupees One Sq.mt.

Treatment with Broken Chine Mosaic

Flooring by Convention method including Five and Paise

cleaning the Slab Surface by wire brush as Sixty Four Only

directed including providing first layer of

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

water proofing compound at rate prescribed

by manufacture 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 laid 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.

31 20.00 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 12.00 Rmt. Providing & laying and jointing in true line 91.84 Rupees Ninety

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 12.00 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 3.00 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 4.00 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 15.00 Rmt. Providing and fixing to Wall Ceiling and 339.05 Rupees Three Rmt.

2 Hundred Thirty

Floor 10.0 Kg. F/Cm 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 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. Cm2 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

43 2.00 No. Providing and Fixing in Position Cowl Vent 505.17 Rupees Five No.

to Pipe (II) 100mm

44 14.00 No. Providing and fixing G.I. Rain Water Spout 101.91 Rupees One No.

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

45 238.50 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.

46 128.00 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.

47 3.00 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

48 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.

49 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.

50 9.76 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.

51 61.02 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.

52 1.95 Sq.mt. Construction of Sandwich Platform of 18 3963.24 Rupees Three Sq.mt.

mm thick Polished Black Granite at top and

25 mm thick Kota Stone Slab using cement Three and Paise

mortar 1:3 for sandwich and fitting at bottom Twenty Four

and edges with water proof rigid adhesives Only

including making necessary grooves in wall

with vertical Kota Stone 30 mm x 2 No.

Sandwich thick every 60 cm centre to centre

including all labour material of approved

quality including full moulded round front

edge fixed in wall for partition and jointed

with grey cement slurry including rubbing

and polishing etc. complete.

53 1.00 Job Wall Painting of difrent type of Pictures, 16160.00 Rupees SixteenJob

Alphabet Chart, Number Chart, Birds and Thousand One

Animals Pictures, Pyramid and Nundghar Only

Logo etc. with oil paint as per instruction by

Engineer-In-Charge and ICDS Norms.

54 3.12 Sq.mt. Providing and fixing Cupboard Shutter 3717.81 Rupees Three Sq.mt.

having 25 mm thick black board & including Seven Hundred

with frame 25 mm x 50 mm size as directed Seventeen and

etc. complete including necessary both side Paise Eighty

lamination 1 mm thick outer side & 0.80 mm

thick inner side fixing by necessary 6" SS

hinges, 8" handles, magnet, stoppers etc. as

directed including fevicol and other

hardware material required. plywood and all

fixture shall be of ISI quality and as approved

by Engineer-In-Charge including cost of teak

wood beading one coat of primer and two

coats of oil painting or polishing as directed.

55 3.12 Sq.mt. Providing and fixing Kitchen Platform 13930.93 Rupees Sq.mt.

Trolley having three drawers of SS (IS 304)

of required size like Thali, Katleri, Perforated, Hundred Thirty

Partition, Cupsosar type in kitchen platform and Paise

having drawer front side and back side by Ninety Three

using 19 mm thick all proof plywood of ISI

quality all side laminated etc. as directed. The

size of SS (IS 304) basket of size 4" to 18" for

Thali, dish, Katleri, Perforated, Partition,

Cupsosar type as directed including

Necessary S.S. fittings, handles, nobs,

telescopic channels, etc. as directed.

56 1.58 Sq.mt. Providing and fixing FRP Frame size 125 x 2615.04 Rupees Two Sq.mt.

65 mm and 35 mm thick FRP shutter having

extra reinforcement on sides & edges in Fifteen and

polish finish. The core of the shutter & frame Paise Four Only

is to be filed up with injected polyurethane

foam done in situ along with embedded

wooden pieces for stiffening & also taking

hinges & fixtures. 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 necessary screws & aluminium S.S

fixtures & fastenings & fastener sleeve.

57 1.00 Sq.mt. Providing and fixing Wash basin with single 1947.48 Rupees One Sq.mt.

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

painted white including sutting holes, 40 mm Seven and Paise

dia C.P. Brash Waste, 40 mm dia fisher union, Forty Eight

Rubber plug, Chromium plated, Bottle trap

with necessary couplings of approved quality

for Was Basin and making good the same but

excluding fittings. (A) Vitreous China: (ii) Flat

Back wash basin 550 mm x v 400 mm size. (i)

In white colour.

58 150.00 Rmt. Drilling of 215 mm dia Bore Hole in over 264.00 Rupees Two Rmt.

burden strata by DTH rig up to required Four Only

depth including lowering & fixing of 175 /

180 / 200 mm dia. ERW / PVC Pipes &

further drilling of 165 mm dia bore hole in

Soft / Hard rock, measuring yield and fixing

of Bore Plug. 0 to 150 Meters

59 18.00 Rmt. Drilling of 215 mm dia Bore Hole in over 327.00 Rupees Three Rmt.

burden strata by DTH rig up to required Twenty Seven

depth including lowering & fixing of 175 / Only

180 / 200 mm dia. ERW / PVC Pipes &

further drilling of 165 mm dia bore hole in

Soft / Hard rock, measuring yield and fixing

of Bore Plug. 151 to 225 Meters

60 18.00 Rmt. Drilling of 215 mm dia Bore Hole in over 354.00 Rupees Three Rmt.

burden strata by DTH rig up to required Four Only

depth including lowering & fixing of 175 /

180 / 200 mm dia. ERW / PVC Pipes &

further drilling of 165 mm dia bore hole in

Soft / Hard rock, measuring yield and fixing

of Bore Plug. 226 to 300 Meters

61 6.00 Rmt. Providing and supplying in standard length 665.00 Rupees Six Rmt.

ISI mark Rigid PVC Pipe coupler joint type Five Only

200 mm dia PVC Casing Pipe (6.0 Kg. / cm2

including all local and central Taxes,

Transpiration, Freight Charges etc. complete.

62 1.00 No. Providing & supplying & fixing of Bore Plug 774.82 Rupees Seven No.

having 100 mm height made from 5 mm Hundred

thick M.S. Plate with 3 Holes at equal distance and Paise

on circumference for nut-bolts type, locking Eighty Two

arrangement with nut-bolts & lock nuts of Only

std. Make complete. Bore Plug Suitable for

200 mm dia pipe.

63 1.00 No. Single Phase Bore well Submersible Pump 16022.00 Rupees Sixteen No.

64 164.00 Rmt. PVC Insulated FLAT Submersible Cable as 87.00 Rupees Eighty Rmt.

per Detailed Technical Specification of R / C Seven Only

of GWSSN Conforming to IS 694, IEC 60227 /

65 164.00 Rmt. Manufacture, Supply and Delivery of 55.00 Rupees Fifty Rmt.

Following ISI marked HDPE Pipes (IS:4984 /

1985 with Latest) having Material Grade PE-

80 in Approximate 100 meter coil length or

as per GWSSB requirement with SS-316

nipple at both ends having 11 TPI threads as

per specification press fitted and bolted

having nominal dia as per detailed Technical

66 1.00 No. DOL / Star Delta Starter suitable for locals & 6924.00 Rupees Six No.

remote control application including digital Hundred

voltmeter analogue ammeter with select Twenty Four

switch run hour meter required protective

relays & control accessories.

Rupees Twelve Lakhs Twenty Seven Thousand Nine Hundred Twenty Five and Paise Thirty Eight

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. 1227925.38 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