CONSTRUCTION OF PANCHAYAT GHAR AT JINAVARI OF JAMJODHPUR TALUKA UNDER CDP-5 YOJANA DIST: JAMNAGAR. PACKAGE NO. JAM/ GP/ 2026-27/P-03

Name of Work:- CONSTRUCTION OF PANCHAYAT GHAR AT JINAVARI OF JAMJODHPUR

TALUKA UNDER CDP-5 YOJANA DIST: JAMNAGAR. PACKAGE NO. JAM/ GP/ 2026-27/P-03

Taluka: JAMJODHPUR Dist: Jamnagar.

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Excavation for foundation in Dense or Hard 33.00 Cum. 161.07

Soil upto any depth including sorting out

and stacking of useful materials and

disposing off the excavated stuff upto all lead

2 Excavation for foundation in hard murrum 46.00 Cum. 273.44

upto any depth including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto all lead and lift.

3 Excavation for foundation in Soft rock not 23.00 Cum. 284.68

requiring blasting upto any depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto all

4 Providing and laying cement concrete 1 : 3 : 6 7.00 Cum. 4525.81

(1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size ) and curing

complete excluding cost of form work in

Foundation and plinth.

5 Pro. & laying controlled cement concrete M- 17.00 Cum. 4883.35

250 and curing complete inclu. the cost of

form work and foundation, footings, base of

column and mass concrete.

6 Providing and laying Controlled cement 10.70 Cum. 8388.10

concrete M 250 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

Column FOR all floor.

7 Providing and laying Controlled cement 8.20 Cum. 6028.69

concrete M 25 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

8 Providing and laying Controlled cement 6.10 Cum. 7168.98

concrete M 25 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

Beam for all floor.

9 Providing and laying Controlled cement 14.20 Cum. 7113.43

concrete M 25 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

Slab for all Floor.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

10 Providing and laying Controlled cement 1.50 Cum. 8107.27

concrete M 25 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

Stair Case for all Floor.

11 Providing and laying Controlled cement 0.80 Cum. 7944.65

concrete M 25 and curing complete including

the cost of formwork and excluding cost of

reinforcement for reinforced concrete work in

Lintel for all Floor

12 Providing and laying cement concrete 1:4:8 (1- 12.60 Cum. 2941.12

cement : 4-Sand : 8-Crust stone aggregate

40mm nominal size) & curing complete

excluding cost of formwork in foundation and

13 Providing TMT Bar FE 500D reinforcement for 4366.00 Kg. 77.28

R.C.C. work including bending, binding and

placing in position complete upto all floor

14 Filling available excavated earth (excluding 79.00 Cum. 137.47

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding

20cm. in depth consolidating each

disposited layer by ramming and watering.

15 Filling in foundation and plinth with murrum or 51.00 Cum. 304.59

selected soil in layers of 20cm. thickness

including watering, ramming and

consolidating etc. completed.

16 Carring out plinth treatment to post 114.00 Sqm. 124.35

construction / existing structure by spraying

chemical solution for termite control

treatment including labour and material

consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per

6131_paret-II Consentration Weight one

percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 %

concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre

chemical / Sqm of surface is recommended

17 Brickwork using common burnt Clay building 10.60 Cum. 4310.73

bricks having crushing strength not less than

35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine sand)

18 Brickwork using common burnt Clay building 35.00 Cum. 4599.15

bricks having crushing strength not less than

35 kg./Sq.Cm. in Super structure in Cement

Mortar 1:5. (1- Cement : 5 -fine sand) with

conventional brick for all floor.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

19 Half brick masonry in common brunt clay 68.00 Sqm. 696.49

building conventional bricks having

crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 ( 1- Cement

: 4 -coarse sand ) in Super structure for all

20 Providing 15mm thick cement plaster in single 364.00 Sqm. 164.69

coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor

two level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) for all

21 Providing 10mm thick cement plaster in single 118.00 Sqm. 165.19

coat on brick/concrete walls for interior

plastering upto floor two level and finished

even and smooth in (i)Cement mortar 1:3 (1-

cement:3-sand) for all floor.

22 20mm thick sand faced cement plaster on 264.00 Sqm. 323.21

walls upto height 10 metres above ground

level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand)

23 Providing 20mm thick water proof cement 13.00 Sqm. 327.24

plaster for sunk in single coat on brick

concrete wall for interior plastering upto floor

two level finished even and smooth (ii) Cement

Mortar 1:3 (1-Cement:3-sand) and mixing

water proofing materials of approved brand

and manufacture in cement mortar in

proportion recommended by the

manufacturer for all floors.

24 Providing cement vata (10cm. x 10 cm. size) 20.00 Sqm. 24.28

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

25 Providing and laying Vitrified tiles 8 to 10 mm 82.00 Sqm. 1120.36

thick , 24'' x 24'' in flooring treads of steps

and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement.

26 Providing and laying Vitrified tiles 8 to 10 mm 10.00 Sqm. 1195.02

thick , 24'' x 24'' in skrting risers of steps and

dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with

white cement slurry

27 Providing and laying Ceramic tiles 6mm thick 7.00 Sqm. 1017.30

in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush

pointing in white cement.

28 Providing and laying white glazed tiles 6mm 17.00 Sqm. 1127.48

thick in skrting risers of steps and dedo on

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

coarse sand) and jointed with white cement

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

29 Providing and laying Kota stone slab flooring 16.00 Sqm. 1130.19

in single piece for stair/ jam/ sills including

rounding the edges over20mm (average)base

of cement mortar 1:6 (1-cement :6coarse

sand) or L.M. 1:1.5(1- lime putty : 1.5 – coarse

sand) laid and jointed with gray cement slurry

including rubbing and polishing complete. (A)

Kota Stone slab 25mm thick

30 Providing and fixing 18mm thick black granite 13.00 Sqm. 2972.43

stone in Jambs & sills for door over 10mm

(Average) thick base of cement mortar 1:3 (1-

cement : 3-coarse sand) laid over and jointed

with grey cement slurry including rubbing and

polishing etc. complete.

31 Providing and laying 50mm thick cement 91.00 Sqm. 347.14

concrete flooring 1:2:4 (1-cement : 2-coarse

sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished

with a floating coat of neat cement.

32 Providing and mixing water proofing materials 34.00 bag 49.25

in cement mortar in proportion recommended

by the manufacturer.

33 Providing using polyester fiber (6mm) with 34.00 Pkt. 26.26

triangular or equivalent cross section with

specific gravity 1.35 to 1.40 (as a secondary

reinforcement) in mortar of any grade at the

rate of 125gms. per 50 Kg. of Cement

34 Providing and laying broken China Mosaic 85.00 Sqm. 779.69

Flooring for Terrace using 12mm to 20mm

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 upto

surface using white cement including

rounding off junctions and extending them up

to 15cm. along the wall, clearing with water

and oxalic acid etc. as directed.

35 Filling in foundation and plinth with brick Bats 2.30 Sqm. 625.47

Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc.

36 Providing and fixing 35mm thick flush door 11.00 Sqm. 6193.32

solid core construction of ISI quality with both

side lamination including Granite frame of

20mm thick with inner strip of 200 x 200mm

and outer strip of 100x20mm including fixing

with adhesive material to make the door

frame, stainless steel fixtures and fastenings

with mortice lock etc complete.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

37 Providing and fixing of 28mm thick fiber glass 6.30 Sqm. 1560.32

shutter with 1.5 to 2.0mm thick fire

extinguishing grade FRP skin in depressed

panel design having extra reinforcement on

sides and edges and in Gel coat finish. The

core of the shutter is to be filled up with

injected fire extinguishing grade polyurethane

foam done in situ along with embedded

wodden pieces for stiffening and also for

taking hinges and fixtures. The whole shutter

is to be waterproof, weatherproof, termite

proof and resitance to mild acid / Alkali, Rates

are to be inclusive of S. / S. hinges with

necessary screws and alluminium fixtures and

38 Providing and fixing window having extruded 9.00 Sqm. 1583.95

aluminum Colour anodized section frame main

outer size 95mm x 24mm x 1.17mm @ wt.of

0.738 Kg/mt , horizontal Three track member

size 92mm x 31.75mm x 1.30mm,@ Wt.1.07

Kg/mt , vertical member of size 92mm x

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with

sliding shutters of horizontal member size

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt,

vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/mt/ with 5 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 etc

39 Providing and fixing window having extruded 1.20 Sqm. 1713.68

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

0.695 Kg/mt, vertical member of size

with sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt, vertical member of size 40mm x

0.457 Kg/mt with 5 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 etc complete for window.

40 Providing & fixing coloured anodized 1.10 Sqm. 2671.45

aluminium sectional louvered ventilator with

frame size 63x38.10mm & 1.80mm thick

ground glass and coloured anodized

aluminium louvers fixtures and hold fasting

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

41 Providing and fixing M.S. grill of required 169.00 Kg. 117.16

pattern to wooden frames of windows etc.

with M.S. flats at required spacing and frame

around, square or round bars with round

headed bolts and nuts or by screws incl. one

coat of priming coat & two coat of oil pain etc.

complete. (A) Plain Grill

42 Structural steel work ( Confirming to IS 4923- 114.00 Kg. 131.82

1997) riveted, bolted or welded in builtup for

all type sections, in framed work, including

cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete as per the structural

designs and directions of Engineer in

charge.Column ( 122 x 61 x 3.6mm )

43 Providing and fixing Colour coated corrugated 15.00 Sqm. 711.04

/semi corrugated Galvalume sheet 0.50 mm

thick roofing fixed with GI "J" or "L" hooks

bolts and nets 8mm dia with bitumen washing

filled with white lead complete excluding cost

of purlins, rafters and trusses.

44 Providing and fixing wash down water closet 1.00 No. 4629.84

(European type W.C.Pan / Anglo Indian) with

integral "P" or "S" traps including jointing the

trap with soil pipe in canal mortar 1:1 (1-

Cement:1-fine sand) providign and fixing seat

cover W.C.) 32mm dia galvanized steel tube

flush pipe etc. comp.

45 Providing and fixing wash down water closet 2.00 No. 5777.20

(Anglo Indian type W.C. pan ) with intergral

"P" or "S" traps including jointing the trap with

soil pipe in cement mortar 1:1 (1-Cement:1-

fine sand) providing and fixing seat cover

32mm dia galvanized steel tube flush pipe and

25mm CP brass flush cock , helath faucet

angle cock etc complete.

46 Providing and fixing flat back wash basin of 1.00 No. 2806.79

550 x 400mm size including C.I. or M.S.

brackets fixing in wall C.P. brass work of

32mm dia,,. fisher union of 32mm, pillar cock

of 15mm dia, PVC waste pipe, PVC

connection, brass stopcock of 15mm dia etc.

47 Providing and fixing 600mm x 450mm bevelled 2.00 No. 859.40

edge mirrror of superior glass mounted on

6mm thick A.C. sheet or plywood sheet and

fixing to wooden pluge with C.P. brass screws

48 Providing and fixing PVC SWR Nahni trap IS 5.00 No. 600.23

14735 for drain - 100 mm diameter with jali of

the following nominal diameter of self

cleansing design with C.I scread down or

hinged grating including the cost of cutting

and making good the walls.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

49 Providing and fixing 150 x 150mm square S.S. 5.00 No. 116.15

100mm Jali of self-cleaning design including

cost of cutting and making food the walls etc.

50 Providing and fixing S.W. gully trap with C.I. 3.00 No. 1246.91

grating brick masonry chamber and water

tight C.I. cover with frame of 300mm x 300mm

size (inside) with standard weight.(i) Square

mouth traps. (A) 100mm x 100mm size P

51 Providing, laying and jointing in true line and 5.00 Rmt. 743.36

level 75mm U.P.V.C. SWR Type B-Pipe

conforming to IS 13592-1992 with one end

plain and other end socketed with rubbering &

fitting conforming to IS : 14735-1999 of

approved make for drainage system pipe line,

pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 160mm

diameter x 210mm length x 196mm high at

every 2000mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pies and joints and jointed

with adhesive solvent cement including cost

of all materials.

52 Providing, laying and jointing in true line and 26.00 Rmt. 815.07

level 90mm U.P.V.C. SWR Type B-Pipe

conforming to IS 13592-1992 with one end

plain and other end socketed with rubbering &

fitting conforming to IS : 14735-1999 of

approved make for drainage system pipe line,

pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 160mm

diameter x 210mm length x 196mm high at

every 2000mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pies and joints and jointed

with adhesive solvent cement including cost

of all materials.

53 Providing, laying and jointing in true line and 27.00 Rmt. 897.78

level 110 diametre U.P.V.C (Type B)

conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring,

& fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line,

pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and

jointed with adhesive solvent cement

including cost of all materials.

7 of 11 DTP of Panchayat Ghar P-03 07-26.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

54 Providing and Fixing in Position 90mm dia 2.00 No. 92.92

P.V.C. cowel vent to pipes.

55 Providing and Fixing in Position 110mm dia 2.00 No. 57.57

P.V.C. cowel vent to pipes.

56 Providing laying and jointing in true line and 31.00 Rmt. 148.11

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

cold water including fittings as approved by

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

57 Providing laying and jointing in true line and 22.00 Rmt. 91.83

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

cold water including fittings as approved by

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

58 Providing laying and jointing in true line and 9.00 Rmt. 72.64

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

cold water including fittings as approved by

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

59 Providing and Fixing CPVC Heavy Duty Ball 1.00 No. 536.31

Valve of 40mm dia

60 Providing and Fixing CPVC Heavy Duty Ball 1.00 No. 184.83

Valve of 25mm dia

61 Providing and fixing 15mm dia Brass screw 4.00 No. 186.82

down bib taps polished bright.

62 Providing and fixing 15mm dia brass screw 4.00 No. 205.82

63 Providing and fixing 100mm dia C.P. brass 1.00 No. 282.16

shower rose with 15mm or 20mm inlet.

64 Providing erecting and fixing double coated 1000.00 Ltr. 3.94

ISI water tank of required capacity each with

all necessary fittings and connection etc.

complete on terrace

65 Providing and fixing S.S. 304 grade Grab bar 5.00 Rmt. 824.16

for Handicapped Toilet for W.B. , Urinal , W.C.

Pan and other areas, made of 32/40mm dia.

Including providing S.S. caps and fixing to

walls and floor etc complete as per Drawing

and as directed by EIC .

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

66 Constructing brick masonry chamber for 6.00 No. 3175.31

underground C.I. Inspection chamber and

bends with briocks having croshing strength

not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover

with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with

frame to 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.(i)

Inside dimensions 455mmx 610mm and

650mm deep for single pipe line.

67 Providing sock pit of 5.00 Cu.M. Volume 1.00 No. 3222.29

including excavating and filling brickbats with

dry masonry work at top for 45cm. height

including covering the top with stone

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

finishing curing etc. complete as directed.

68 Applying two coats of putty & two coats of 412.00 Sqm. 40.59

primer of approved brand and manufacture on

new wall surface to give an even shade

including thoroughly brushing the surface free

from mortar dropping and other foreign

matter and sand papered smooth.

69 Wall painting (three coats) with plastic 412.00 Sqm. 129.93

emulsion paint of approved brand and

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.

70 Finishing wall with weather proof exterior 334.00 Sqm. 122.13

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

71 Painting two coats (including priming coat) on 1.30 Sqm. 131.68

new steel and other metal surface with

enamel paint, brushing, interior to give an

even shade including cleaning the surface an

even shade including cleanicn the surface of

all dirt, dust and other foreign matter.

72 Providing throating or plaster drip and 35.80 Rmt. 44.06

moulding to R.C.C. Chhajja.

73 Supplying and installing ABC type- 6 Kg. 2.00 No. 2323.00

capacity Fire Extinguisher as per IS-2171 ISI

mark with necessary fittings etc complete.

74 Supplying and installing GAS CO2 type- 4.5 2.00 No. 6155.95

Kg. capacity Fire Extinguisher as per IS & ISI

mark with necessary fittings etc complete.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent

[should be written in figures and words] of the estimated rates mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Jamjodhpur Jamnagar.

1 All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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.

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.

10 of 11 DTP of Panchayat Ghar P-03 07-26.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

4 The contractor shall exhibit the board at site of work with the details of works, Tender

amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78 and

as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of the

works, exhibit board at site of work, for which contractor is not entitiled for any extra

5 Contractor shall even " NIL " percentage, if no deduction is offered.

6 One percent of work done amount of this work shall be recovered from the contractor

payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.

12/12/2004 implementation of building and other construction works.(Regulation of

employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material

shall be tested in GERI bill for the testing charge shall be paid by the Department and

% (One percent) of amount put to tender after deduction of cost of material as per

scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.

Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

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

Jamjodhpur Jamnagar

11 of 11 DTP of Panchayat Ghar P-03 07-26.xls