Estimate od Compound wall.xls

GOVERNMENT OF GUJARA

ROADS AND BUILDING DEPARTMENT SACHIVALAYA GANDHINAGAR.

ESTIMATE Name of work :- Constg.

Gram Panchay

Building @ Village .................................... Falia. Taluka: Morva (H)

Dist.Panchmah

ESTIMATE COST Rs. #REF! -: CIRCLE :PANCHAYAT (R&B) CIRCLE VADODARA -: DIVISION :PANCHAYAT (R&B) DIVISION Godhra -: SUB DIVISION :PANCHAYAT (R&B) SUB DIVISION Godhra

-: Fund Head :file:///var/www/apps/conversion/tmp/scratch_2/354359959.xls

Coverpage

file:///var/www/apps/conversion/tmp/scratch_2/354359959.xls

Coverpage

NT OF GUJARAT

G DEPARTMENT SACHIVALAYA, NDHINAGAR.

TIMATE

onstg.

Gram Panchayat

.......................................

va (H)

Dist.Panchmahal #REF!

: CIRCLE :YAT (R&B) CIRCLE VADODARA

DIVISION :AT (R&B) DIVISION Godhra

UB DIVISION :(R&B) SUB DIVISION Godhra

und Head :file:///var/www/apps/conversion/tmp/scratch_2/354359959.xls

Coverpage

file:///var/www/apps/conversion/tmp/scratch_2/354359959.xls

Coverpage

Name of work :- Constg.

Gram Panchayat Building @ Village ......................................... Falia. Taluka:

Dist.Panchmahal

GENERAL DESCRIPTION

The Gram Panchayat Building at Village_________________________Ta: .......................... is require sanctioned

under

Development

Commissioner's

Office

No. ..................................................................................................................................................is work is sanct

Gram Panchayat Building Activity total of ........ Gram Panchayat Building is sanctioned from cen Budget provision of Rs. .................. Lacs per one unit.

The work of Constructing Panchayat Ghar is required & proposed by D.D.O. , Jilla Panchay detailed Plans & Estimates are prepared here with following provision under CDP-5-2015-16 As per site condition requirement to make the building suitable for proper use. 1)

Total Plinth area with verandah = 136.00 Sq.Mt.

2)

Foundation depth of Wall = 1.20 meter

3)

C.C. 1:4:8 for Foundation and bed concrete of 0.15 mt. thick

4)

Brick masonary in foundation & Super structure are in C.M. 1:6 .

5)

Cement Plaster of 10 mm thick on ceiling in C.M. 1:3 & 15 mm thick on inside wall in c.m thick on exterior walls in C.M. 1:3.

6)

M-200 nominal cement concrete in R.C.C. for Slab, Beam, Chajja, & Lintel.

7)

14 Nos. Column provided as necessary. (0.23m x 0.23m)

8)

Polished kotastone flooring 20 mm thick in rooms & Verandah. And White Glazed tiles in t

9)

Doors of 50 x 50 x 6 mm ISA frame with 30 x 30 x 5mm shutter frame and 19 gauge sheet.

10)

Roof : R.C.C. Slab 0.12 meter thick.

11)

Electrification

12)

Water Supply & Bore with submersible pump set. The rates are adopted as per S.O.R. of year 2015-16 and the market rate for whichever S.O.R.

rate analysis are prepared for the items for which consolidated S.O.R. rate are not available. Specificat P.W.D. Hand book Vol. I & II for the concern items.

Panchayat (R&B) Sub Division

Executive Engineer Panchayat (R&B) Division

Godhra

Godhra

Deputy Executive Engineer

354359959.xls

G.D.

5 OF 79

uilding @ Village ......................................... Falia. Taluka: Morva (H)

NERAL DESCRIPTION

_______________________Ta: .......................... is required. The work is

elopment

Commissioner's

Office

letter

.......................................................................is work is sanctioned under . For

...... Gram Panchayat Building is sanctioned from centeral Govt.. with

e unit.

t Ghar is required & proposed by D.D.O. , Jilla Panchayat Dahod. Hence

with following provision under CDP-5-2015-16

ke the building suitable for proper use. 136.00 Sq.Mt.

eter

concrete of 0.15 mt. thick

uper structure are in C.M. 1:6 . ceiling in C.M. 1:3 & 15 mm thick on inside wall in c.m.1:3 and 20 mm

n R.C.C. for Slab, Beam, Chajja, & Lintel.

sary. (0.23m x 0.23m) thick in rooms & Verandah. And White Glazed tiles in toilet portion. with 30 x 30 x 5mm shutter frame and 19 gauge sheet.

sible pump set.

f year 2015-16 and the market rate for whichever S.O.R. not available.The

ich consolidated S.O.R. rate are not available. Specification will be as per

ems. Executive Engineer Panchayat (R&B) Division

354359959.xls

G.D.

6 OF 79

ESTIMATE Division

:-

Panchayat ( R&B ) Division,Godhra

Sanction Estimate

:-

Year 2016-2017

Fund Head

:-

Minor Head

:-

Major Head

:-

Service Head

:-

Departmental Head

:-

Plan Building O.W.

Estimate framed in the office of the Executive Engineer, P (R&B) Division, Godhra for the probable expenses that will be incurred in,

Name of work :- Constg. Gram Panchayat Building @ Village ......................................... Falia. Taluka: Morva (H) Dist.Panchmahal #REF!

Estimated cost Rs.:- #REF! Administrative approved under

:-

No.

Date

Technical sanction under

:-

No.

Date

Estimate prepared by

:Panchayat (R&B) Sub Division,Godhra

Estimate checked by

:Panchayat (R&B) Division, Godhra

Call or authority

:-

GENERAL DESCRIPTION The rate are adopted as per S.O.R. for the year 2015-16 The specification Adopted for item concerned as per P.W.D. H.B. Volume I & I I

7

ESTIMATE

n the office of the Executive Engineer, Panchayat able expenses that will be incurred in,

m Panchayat Building @ ..... Falia. Taluka: Morva (H)

#REF!

AL DESCRIPTION

8

Name of work :- Constg. Falia. Taluka: Morva (H)

Gram Panchayat Building @ Village ................

Dist.Panchmahal

RECAPITULATION Sr No.

SHEET

Disctiption

Amou

(1)

Sub Estimate No.1 :Gram Panchayat Building

`

(2)

Sub Estimate No.2 :Bore with submersible pump set

`

(3)

Sub Estimate No.3 :Electrification

` Total `

Add LS for Lab Testing Charge ` Add LS for Contigency ` Total ` Say `

Deputy Executive Engineer Panchayat ( R&B ) Sub Division

Godhra

9

Panchayat Building @ Village .........................................

hmahal

TULATION

SHEET Amount (Rs.) #REF!

48810.00 87750.00 #REF! 7000.00 5900.00 #REF! #REF!

Executive Engineer Panchayat ( R&B ) Division

Godhra

10

Name of work :- Constructing of Compound wall

ABSTRACT SHEET Sub Estimate No.1 Sr. No 1

Qty 2

1

75.00

Unit

Item Description 3 Cu.m. 1) Excavation for foundation up to 1.50 mt. depth including sorting out and stacking of usefull materials and disposing of the excavated stuff up to 50 meter lead ( B ) Dense and hard soil Add 1 % for Labour Cess ( S.O.R. P. No. 3 It.No. 1.0.00 )

2

8.00

85.90 0.86 86.76 Cu.m.

cement :4 Coarse sand :8 crushed stone aggregates 40 mm nominal size ) and curing complete excluding cost of formwork in ( A ) Foundation and Plinth

As Per RA

14.50

Per 5

Cu.m. 2) Providing and laying cement concrete 1:4:8 (1 -

Add 1 % for Labour Cess

3

Rate 4

2231.00 22.31 2253.31 Cu.m.

Cu.m. 3) Brick work using common burnt clay building bricks

having crushing strength not less than 35 Kg./Sq.Cm in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 Fine sand) ( B ) Conventional

2925.00 Add 1 % for Labour Cess ( S.O.R. P. No. 34 It.No.2B. 6.13)

4

60.00

Cu.m. 7) Filling available excavated earth ( Excluding Rock) in

trenches, plinth, side of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering. Add 1 % for Labour Cess ( S.O.R. P. No. 5 It.No.6. 4.12 )

5

74.00

cement : 2 coarse sand: 4 graded stone aggregate 40 mm nominal size ) including the cost of form work with curing etc. complete. (A) Foundation footing base.

As Per RA

1110.00

Kg.

( S.O.R. P. No. 15 It.No.14b.5.4.11 )

40

2225.00 22.25 2247.25 Cu.m.

21) Providing ISI Mark TMT Bar 415 Fe reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. Add 1 % for Labour Cess

27

76.50 0.77 77.27 Cu.m.

Cu.m. 8) Providing and laying cement concrete work 1:2:4 ( 1

Add 1 % for Labour Cess

21

29.25 2954.25 Cu.m.

125.00

Sq.mt. 27) 20mm thick sand faced cement plaster on walls

180.00

Add 1 % for Labour Cess ( S.O.R. P. No. 131 It.No.9.17.95) ) Sq.mt. 40) White washing with lime on Ceiling surface (Two coats) to give an even shade including throughly booming the surface to remove all dirt, dust, mortar drops and loose scales of lime wash and other

44.30 0.44 44.74

Kg.

upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3sand) and 8mm thick finishing coat of C.M. 1:1 (1cement : 1-sand) etc. complete. For First Floor

Add 1 % for Labour Cess ( S.O.R. P. No. 133 It.No. 1.18.11+6.18.16 )

Deputy Executive Engineer Panchayat (R & B) Sub Division Godhra

205.30 2.05 207.35 Sq.mt.

7.90 0.08 7.98 Sq.mt. Total Rs. Say Rs.

Executive Engineer Panchayat (R & B) Division Godhra

11

pound wall

ABSTRACT SHEET Main Building Amount (Rs.) 6

6507.00

18026.48

42836.63

4636.20

166296.50

49661.40

25918.75

1436.40 315319.36 315320.00

Executive Engineer Panchayat (R & B) Division

12

Name of work :- Constructing of Compound wall MEASURNMENT SHEET

1) Excavation for foundation up to 1.50 mt. depth including sorting out and stacking of usefull materials and disposing of the excavated stuff up to 50 meter lead ( B ) Dense and hard soil Retaining Wall 1

x

20.00

x

2.50

x

1.50 = Total = Say =

75.00 75.00 75.00

2) Providing and laying cement concrete 1:4:8 (1 - cement :4 Coarse sand :8 crushed stone aggregates 40 mm nominal size ) and curing complete excluding cost of formwork in ( A ) Foundation and Plinth Retaining Wall 1

x

20.00

x

2.50

x

= 0.15 = Total = Say =

0.00 7.50 7.50 8.00

3) Brickwork using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional

Compound wall column of masonary

1 4

x x

18.60 0.35

x x

0.23 0.35

x x

3.00 3.00 Total Say

= = = =

12.83 1.47 14.30 14.50

4) Filling available excavated earth ( Excluding Rock) in trenches, plinth, side of foundation etc. in layers no exceeding 20cm in depth consolidating each deposited layer by ramming and watering. 1

x

20.00

x

2.50

x

1.50

=

Total = Say =

11.86 59.81 60.00

5) Providing and laying cement concrete work 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 40 mm nominal size ) including the cost of form work with curing etc. complete. (A) Foundation footing base. 20 x

Retaining wall

3.50

x ( 0.3 + 1.8 ) 2

= Total = Say =

73.50 73.50

74.00

6) Providing ISI Mark TMT Bar 415 Fe reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. Item No For Retainng wall

I.No.

Qty

5

74.00

x

Rate

Per

15.0

Kg./Cu.m.

=

1110.00

Total =

1110.00 1110.00

Say =

7) 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting o 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) etc. complete. For First Floor Compound wall

sides Top

2 1

x x

20 20

x x

1.00 1.00

x x

3.00 0.23 Total

= = =

120.00 4.60 124.60

Say =

125.00

13

8) Distempeing with dry distemper of approved brand and manufacture (Two coats) of required shade on wa surfaces to give an even shade, over and including a priming coat of whiting after throughly brooming the surface free from mortar dropping and other foreign matter. Qty as per Item No 7

=

125.00

14

ound wall

SURNMENT SHEET

pth including sorting out and stacking of usefull materials and ead ( B ) Dense and hard soil Cu.m. Cu.m. Cu.m.

1 - cement :4 Coarse sand :8 crushed stone aggregates 40 mm st of formwork in ( A ) Foundation and Plinth Cu.m. Cu.m. Cu.m. Cu.m.

bricks having crushing strength not less than 35 kg./Sq.Cm. in t : 6 -fine sand) (B) Conventional

Cu.m. Cu.m. Cu.m. Cu.m.

Rock) in trenches, plinth, side of foundation etc. in layers not posited layer by ramming and watering. Cu.m. Cu.m. Cu.m.

:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 40 rk with curing etc. complete. Cum Cum Cum

ment for R.C.C. work including bending, binding and placing in

Kg. Kg. Kg.

walls upto height 10 metres above ground level consisting of : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

Sq.m. Sq.m. Sq.m. Sq.m.

15

d brand and manufacture (Two coats) of required shade on wall luding a priming coat of whiting after throughly brooming the eign matter. Sq.m.

16

Name

of

work

:-

Constg.

Gram

Village ......................................... Falia. Taluka: Morva (H)

Panchayat

Bui

Dist.Panchmahal

ABSTRACT SHEET Sub Estimate No.2 Sr. No Qty 1 1

Item Description

Bore with submersible Rate

3 2 70.00 1)Drilling 215 mm. dia bore in over burden strata ( 0 to 30 mtr. ) including lowering and fixing of 165 mm. dia ERW Pipes / 175 mm. nominal dia UPVC Pipes up to required depth and further drilling of 165mm. dia bore hole in rocky strata by DTH Rig including fitting of bore plug.

Add 1 % for Labour Cess (Rate approved C.E., Zone -1 letter No. Pb/Zone-1/DTH Bore/ Unit Rate/237/ Dtd.13-5-2008)

2

270.00 2.70 272.70

18.00 2)Providing / supplying of 175mm. nominal dia Plain casing

UPVC Pipe "CS-Type" at store of site of standard length with necessary couplers, cement solvant, joint along with required cement solvant including freight / Insurance / Octroi / Taxes etc. complete detailed specifications and tests shall be conforming to IS 12818 / 1992 with latest amendment.

(Workshop No.525 )

3

4

1

Division

Add 1 % for Labour Cess Gandhinagar Dt.28-3-08 letter

3)Supply of departmental stores Board approved make electrical driven single phase 2 HP Submersible pump set set with suitable pannel Board Category Q.2.2 / 40 LPM and 90 mts. Head

541.78 5.42 547.20

10750.11

107.50 Add 1 % for Labour Cess ( Work shop Division, Gandhinagar letter No. 525 dtd. 28-32008) 10857.61 4

70.00 4)Flat PVC Cable for Submersible pump 1 x 3 x 4 mm. Sq. Add 1 % for Labour Cess ( As per Work Shop Issue Rate let. No.525 dtd.28-3-2008)

5

70.00 5)Providing & fixing of 40 mm. dia HDPE 6 Kg. Cm2 with both end complete Roll

Add 1 % for Labour Cess ( As per Rate let No. 525 dt.28-3-2008

61.80 0.62 62.42 44.29 0.44 44.73

17

Sr. No

Qty

Item Description

Rate

1 6

2 1

3 6)Misc. fitting and accessories clamps Bore Cap & earthing with trial testing, wiring, GEB's test report etc. complete.

4

Add 1 % for Labour Cess (Lump)

1500.00 15.00 1515.00

Total Rs. Say Rs.

Deputy Executive Enginee Panchayat (R & B) Sub Divis Godhra

18

stg.

Gram

Falia. Taluka: Morva (H)

Panchayat

Building

@

Dist.Panchmahal

STRACT SHEET Bore with submersible pump set Per Amount 5

6

Meter

19089.00

Meter

9849.60

Each

10857.61

Meter

4369.40

Meter

3131.10

19

Per

Amount

5

6

Job

1515.00

Total Rs. 48811.71 Say Rs. 48810.00

Deputy Executive Engineer Panchayat (R & B) Sub Division

20


Gram Panchayat Building @ Village ......................................... Falia. Taluka: Morv

Dist.Panchmahal

MEASURNMENT SHEET Sub Estimate No.2

Bore with submersible pu

1)Drilling 215 mm. dia bore in over burden strata ( 0 to 30 mtr. ) including lowering and fixing of 165 mm. dia ERW / 175 mm. nominal dia UPVC Pipes up to required depth and further drilling of 165mm. dia bore hole in rocky st DTH Rig including fitting of bore plug. 70.00

Meter

2)Providing / supplying of 175mm. nominal dia Plain casing UPVC Pipe "CS-Type" at store of site of standard leng necessary couplers, cement solvant, joint along with required cement solvant including freight / Insurance / Octroi etc. complete detailed specifications and tests shall be conforming to IS 12818 / 1992 with latest amendment.

18.00

Meter

3)Supply of departmental stores Board approved make electrical driven single phase 2 HP Submersible pump set s suitable pannel Board Category Q.2.2 / 40 LPM and 90 mts. Head 1

Each

70.00

Meter

70.00

Meter

4)Flat PVC Cable for Submersible pump 1 x 3 x 4 mm. Sq. 5)Providing & fixing of 40 mm. dia HDPE 6 Kg. Cm2 with both end complete Roll

6)Misc. fitting and accessories clamps Bore Cap & earthing with trial testing, wiring, GEB's test report etc. complete 1.00

Job

21

ding @ Village ......................................... Falia. Taluka: Morva (H)

URNMENT SHEET Bore with submersible pump set

to 30 mtr. ) including lowering and fixing of 165 mm. dia ERW Pipes depth and further drilling of 165mm. dia bore hole in rocky strata by

casing UPVC Pipe "CS-Type" at store of site of standard length with required cement solvant including freight / Insurance / Octroi / Taxes e conforming to IS 12818 / 1992 with latest amendment.

ke electrical driven single phase 2 HP Submersible pump set set with 90 mts. Head

m. Sq.

2 with both end complete Roll

arthing with trial testing, wiring, GEB's test report etc. complete.

22

Name of work :-

Constg.

Gram Panchayat Building @ Village ................

Falia. Taluka: Morva (H) Dist.Panchmahal Sub Estimate No.3

ABSTRACT SHEET Qty.

Unit

Item

1

2

3

45

Each

Rate

4

Item No.1 Point wiring for light/fan/bell/primary point with 2.1.5 sq mm earth wire of 105 sqmm (green) both are of isi marked 1.1 kv grade frls pvc insulated multibrand copper wires in following type of pipe to be erected concealed in /flushed on wall/ceiling, complete with 6 a tissino type isi marked flush typeswitch/bell push and accessories erected on metal/pvc box covered with 3 mm thick pc/acrylic sheet, with nacessary lamp holder/ceiling rose/h.d. connector as directed. (A) With oval conduit/pvc casing caping double lock type

3

5

Each

Each

ELE SOR PAGE /1/ ITEM.1.1.1( A) Item No.2 Point wiring for independent plug with following size mains earth wires of 1.5 sq mm (green) both are of isi marked 1.1 kv grade frls in following type of pipe to be erected concealed in /flushed on wall/ ceiling, complete with isi marked 3/5 pin socket and tissino type switch erected on metal/pvc box covered with 3 mm thick pc (polycarbonet)/acrylic sheet. (B) 6/16 a plug with 2-2 sq mm cu mains. (C) With oval conduit/pvc caing caping double lock type.

330.00

ELE SOR P/2.ITEM NO./1.1.2.(A)

465.00

Item No.3 point wiring for looped plug with tissino type single pole isi marked swithc and socket erected with necessary connections erected on wooden/metal/pvc box covered with 3mm thick pc(polycarbonet)/acrylic sheet for open /concealed wiring for following size (A) for 6amp ELE SOR P.3/ ITEM NO. 1.1.3

50.00

23

Qty.

Unit

Item

1

2

3

Rate

4

Item No.4 Providing and erecting ISI mark medium class rigid pvc pipes of following size complete to be erected on/in wall or ceiling erected with necessary pvc fitting & junction boxes fixed with adhesive solution & clamps with following dia of pipes, in approved manner as directed (A) 20 mm

130

Meter

ELE.SOR.P/11.ITEM/1-3-2

23.00

Item No.5 mains with 1.1 kv grade frls pvc insulated isi marked standard copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5sqmm copper conductor frls pvc insulated standard wire of green colour for earth continuity of following size. (A) With medium class rigid pvc pipe and accessories

130

Meter

85

Meter

5 35 10

1

Nos. Nos. Nos.

Nos.

(a) 2 wire 1.5sqmm earth wire. (b) 2 wire 2.5sqmm ELE.SOR.P.15/ITEM./4-1 Item No.6 Providing & erecting following shockproof of tissino type accessories erected on 3 mm. thick laminated sheet in wooden / PVC / metal box erected on wall / ceiling. (1) One No Single Pole 16A Swicth & One No 6/16A Universal Socket Combined with Indicator & Fuse (2) Bakelite Lamp Holder (3) Electronic Hum Free EME Socket Type Steps Fan Regulator S.O.R.P.No.20/Sr.No.1-6-1 Item No.7 Providing & erecting Sheet Steel Powder Coated MCB Distribution Board Flush/Surface Mounted Fitted With Busbar Netural Link Earth Bar and Din Rail Confirming to BS: 5486-1986 without MCB to House Appropriate Nos of MCBs. (F) Single Phase 8 Way Double Door S.O.R.P.No.72/Sr.No.3-11-5 (F)

60.00 80.00

125.00 20.00 220.00

990.00

24

Qty.

Unit

Item

1

2

3

6

Each

Item No.8 MINIATURE CIRCUIT BREAKER SINGLE POLE 6A TO 32 A SUITABLE TO OPERATE ON 240 V A.C. SYSTEM AND HAVING OVERLOAD AND SHORT CIRCUIT TRIPPING ELEMENTS AND BREAKING CAPACITY 10 KA TO BE ERECTED IN EXISTING M.S.BOX CONFIRMING TO IS 8828/1996 WITH ISI MARK. CAT-III

1

1

Each

Each

10

Nos.

Each

4

SOR P.No 68/SrNo. 3-10-1 Item No.9 PROVIDING AND ERECTING DOUBLE POLE MCB ISOLATOR A.C.22 DUTY CONFIRMS TO IS13947-3 240V 40 IN EXISTING BOX. CAT-III

115.00

SOR p.no 70/Sr no 3-10-7 Item No.10 Approved Make ELCBs/RCCBs Conforming to IS12640 and Having Sesitivity of 30Ma and Short Circuit Withstand Capacity of 6KA and Suitable for Operation on Single Phase 240V Having Characteristic of Quick Action & Tripping with All Advance Feature & Do not Incorporate any electronic component for Following Max Rating Erected as Directed CAT-III

320.00

(II) 40 Amps. DP 25

Rate

SOR P.No.72/Sr No.3-12-1(2) Item No.11 Supplying & Erecting Energy Saving Energy Efficient E + (1-4 Ft) 28 Watt Retrofit Tube Fitting with one no 28 Watt T5 Tube complete with E.G.P. wings reflector / clear Acrylic Guard cover & tube and Electronic in built circuit ballast of rating 130 to 325 A A.C. the Fitting Should be able to fit in any conventional existing T-8 tube fittings complete erected in an approved manner.

S.O.R.P.No.34/Sr.No.2-7-10 Item No.12

2610.00

575.00

Providing and Erecting Approved make Power Saving 50 Watt Ceiling Fan with Double Ball Bearing ISI Mark with Condenser 230V A.C. 50 Hz 1200 MM Sweep Complete, Having 3 Blades with Alluminium Blades with Canopy and 30 CMS down Rod Erected with 24/0.0, 3 Core Flexible wire with Earthing. S.O.R.P.No.104/Sr.No.5-1-6

2070.00

25

Qty.

Unit

Item

1

2

3

5

Each

Item No.13 DECORATIVE CALL BELL TING TONG BOX TYPE 250 VOLTS COMPLETE ERCTED.

4

2

2

1

Each

Each

Each

Lump

Rate

4

S.O.R.P.No. 21 / Sr. No.1-6-12 Item No.14 PROVIDING & ERECTING SWITCH BOARD FOR COMPUTER OR ELECTRIC APPARATUS CONSISTING OF FOLLOWING ITEMS IN SINGLE BOARD ERCTED ON PVC/METAL BOARD WITH 3 MM THICK PC/ACRYLIC SHEET ERECTED AS DIRECTED 1 NO.6A/16A UNIVERSAL PLUG-SWITCH COMBINED.4 NOS.6A SWITCH4NOS.6A 5PIN PLUG. [A] FOR TISSINO TYPE ACCESSORIES

70.00

S.O.R.P.No. 21 / Sr. No.1-6-2 Item No.15 CAST IRON EARTH PLATE SIZE 30x30x0.35 CMS. BURRIED IN SPECIALLY PREPARED 2.5MTR. DEEP EARTH PIT COMPLETE WITH NECESSARY G.I. STRIP IN G.I. PIPE 2 MTR.LONG WITH COUPLING AND G.I. PLUG FOR EARTHING OF SWITCH GEAR,CONDUIT RUN OR POWER PLUG ETC.

335.00

SOR P.No.78/Sr.No. 3-14-15 Item No.16 FOR USING SALT AND CHARCOAL/COKE AS REQUIRED FOR PIPE TYPE EARTHING.

800.00

SOR P.No. 76/Sr. no.3-14-6 C Item No.17 MGVC Ltd. meter connection charges

200.00

6757.00

Lump

Total. Say…

Deputy Executive Engineer Panchayat (R & B) Sub Division Godhra

Executive Panchayat (R

26

nchayat Building @ Village .........................................

al Electrfication

STRACT SHEET Per

Amount

5

6

Each

14850.00

Each

1395.00

Each

250.00

27

Per

Amount

5

6

Meter

2990.00

7800.00 6800.00 Meter

625.00 700.00 2200.00 Nos.

Nos.

990.00

28

Per

Amount

5

6

Each

690.00

Each

320.00

Each

2610.00

Nos.

14375.00

Each

20700.00

29

Per

Amount

5

6

Each

350.00

Each

1340.00

Each

1600.00

Each

400.00

Lump

6757.00

Rs. Rs.

87742.00 87750.00

Executive Engineer Panchayat (R & B) Division Godhra

30


Gram Panchayat Building @

Village ......................................... Falia. Taluka: Morva (H) Dist.Panchmahal

Measurement

Sub Estimate No.3 Electrfic Item No.1 Point wiring for light/fan/bell/primary point with 2.1.5 sq mm earth wire of 105 sqmm (g both are of isi marked 1.1 kv grade frls pvc insulated multibrand copper wires in following of pipe to be erected concealed in /flushed on wall/ceiling, complete with 6 a tissino ty marked flush typeswitch/bell push and accessories erected on metal/pvc box covered w mm thick pc/acrylic sheet, with nacessary lamp holder/ceiling rose/h.d. connector as direct (A) With oval conduit/pvc casing caping double lock type

45.00

Point

Item No.2 Point wiring for independent plug with following size mains earth wires of 1.5 sq mm (g both are of isi marked 1.1 kv grade frls in following type of pipe to be erected concea /flushed on wall/ ceiling, complete with isi marked 3/5 pin socket and tissino type switch er on metal/pvc box covered with 3 mm thick pc (polycarbonet)/acrylic sheet. (B) 6/16 a plug with 2-2 sq mm cu mains. (C) With oval conduit/pvc caing caping double lock type.

3.00

Point

Item No.3 point wiring for looped plug with tissino type single pole isi marked swithc and socket er with necessary connections erected on wooden/metal/pvc box covered with 3mm pc(polycarbonet)/acrylic sheet for open /concealed wiring for following size (A) for 6amp

5.00

Point

Item No.4 Providing and erecting ISI mark medium class rigid pvc pipes of following size complete erected on/in wall or ceiling erected with necessary pvc fitting & junction boxes fixed adhesive solution & clamps with following dia of pipes, in approved manner as directed (A) 20 mm

130.00

Meter

Item No.5 mains with 1.1 kv grade frls pvc insulated isi marked standard copper conductor w following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5sqmm c conductor frls pvc insulated standard wire of green colour for earth continuity of following s (A) With medium class rigid pvc pipe and accessories 130 Meter 31

85 Meter

Item No.6 Providing & erecting following shockproof of tissino type accessories erected on 3 mm. laminated sheet in wooden / PVC / metal box erected on wall / ceiling. (1) One No Single Pole 16A Swicth & One No 6/16A Universal Socket Combined with Indica Fuse 5 Nos 35 Nos 10 Nos Item No.7 Providing & erecting Sheet Steel Powder Coated MCB Distribution Board Flush/Surface Mo Fitted With Busbar Netural Link Earth Bar and Din Rail Confirming to BS: 5486-1986 w MCB to House Appropriate Nos of MCBs. (F) Single Phase 8 Way Double Door 1 Nos

Item No.8 MINIATURE CIRCUIT BREAKER SINGLE POLE 6A TO 32 A SUITABLE TO OPERATE ON 240 V A. SYSTEM AND HAVING OVERLOAD AND SHORT CIRCUIT TRIPPING ELEMENTS AND BREAKING CAPACITY 10 KA TO BE ERECTED IN EXISTING M.S.BOX CONFIRMING TO IS 8828/1996 WITH MARK. CAT-III 6

Nos

Item No.9 PROVIDING AND ERECTING DOUBLE POLE MCB ISOLATOR A.C.22 DUTY CONFIRMS TO IS13 240V 40 IN EXISTING BOX. CAT-III 1

Nos

Item No.10 Approved Make ELCBs/RCCBs Conforming to IS12640 and Having Sesitivity of 30Ma and Circuit Withstand Capacity of 6KA and Suitable for Operation on Single Phase 240V H Characteristic of Quick Action & Tripping with All Advance Feature & Do not Incorporat electronic component for Following Max Rating Erected as Directed CAT-III 1

Nos

Item No.11 Supplying & Erecting Energy Saving Energy Efficient E + (1-4 Ft) 28 Watt Retrofit Tube F with one no 28 Watt T-5 Tube complete with E.G.P. wings reflector / clear Acrylic Guard co tube and Electronic in built circuit ballast of rating 130 to 325 A A.C. the Fitting Should be to fit in any conventional existing T-8 tube fittings complete erected in an approved manne

25

Nos

32

Item No.12 Providing and Erecting Approved make Power Saving 50 Watt Ceiling Fan with Double Bearing ISI Mark with Condenser 230V A.C. 50 Hz 1200 MM Sweep Complete, Having 3 B with Alluminium Blades with Canopy and 30 CMS down Rod Erected with 24/0.0, 3 Core Fl wire with Earthing. 10

Nos

Item No.13 DECORATIVE CALL BELL TING TONG BOX TYPE 250 VOLTS COMPLETE ERCTED. 5 Nos

Item No.14 PROVIDING & ERECTING SWITCH BOARD FOR COMPUTER OR ELECTRIC APPARATUS CONSIS OF FOLLOWING ITEMS IN SINGLE BOARD ERCTED ON PVC/METAL BOARD WITH 3 MM THICK PC/ACRYLIC SHEET ERECTED AS DIRECTED 1 NO.6A/16A UNIVERSAL PLUG-SWITCH COMBIN NOS.6A SWITCH4NOS.6A 5PIN PLUG. [A] FOR TISSINO TYPE ACCESSORIES 4

Nos

Item No.15 CAST IRON EARTH PLATE SIZE 30x30x0.35 CMS. BURRIED IN SPECIALLY PREPARED 2.5 DEEP EARTH PIT COMPLETE WITH NECESSARY G.I. STRIP IN G.I. PIPE 2 MTR.LONG COUPLING AND G.I. PLUG FOR EARTHING OF SWITCH GEAR,CONDUIT RUN OR POWER PLUG 2

Nos

Item No.16 FOR USING SALT AND CHARCOAL/COKE AS REQUIRED FOR PIPE TYPE EARTHING. 2

Nos

1

Each

Item No.17 MGVC Ltd. meter connection charges

33

Panchayat Building @

Falia. Taluka: Morva (H) Dist.Panchmahal

Measurement Electrfication

oint with 2.1.5 sq mm earth wire of 105 sqmm (green) pvc insulated multibrand copper wires in following type shed on wall/ceiling, complete with 6 a tissino type isi accessories erected on metal/pvc box covered with 3 ary lamp holder/ceiling rose/h.d. connector as directed. double lock type

following size mains earth wires of 1.5 sq mm (green) ls in following type of pipe to be erected concealed in isi marked 3/5 pin socket and tissino type switch erected ick pc (polycarbonet)/acrylic sheet. s. double lock type.

o type single pole isi marked swithc and socket erected on wooden/metal/pvc box covered with 3mm thick /concealed wiring for following size

m class rigid pvc pipes of following size complete to be with necessary pvc fitting & junction boxes fixed with ng dia of pipes, in approved manner as directed

ulated isi marked standard copper conductor wire in cealed in /flushed on wall/ceiling, with 1.5sqmm copper ire of green colour for earth continuity of following size. d accessories

34

oof of tissino type accessories erected on 3 mm. thick al box erected on wall / ceiling. ne No 6/16A Universal Socket Combined with Indicator &

r Coated MCB Distribution Board Flush/Surface Mounted Bar and Din Rail Confirming to BS: 5486-1986 without .

OLE 6A TO 32 A SUITABLE TO OPERATE ON 240 V A.C. HORT CIRCUIT TRIPPING ELEMENTS AND BREAKING STING M.S.BOX CONFIRMING TO IS 8828/1996 WITH ISI

LE MCB ISOLATOR A.C.22 DUTY CONFIRMS TO IS13947-3

ng to IS12640 and Having Sesitivity of 30Ma and Short d Suitable for Operation on Single Phase 240V Having ng with All Advance Feature & Do not Incorporate any Rating Erected as Directed CAT-III

nergy Efficient E + (1-4 Ft) 28 Watt Retrofit Tube Fitting with E.G.P. wings reflector / clear Acrylic Guard cover & st of rating 130 to 325 A A.C. the Fitting Should be able be fittings complete erected in an approved manner.

35

e Power Saving 50 Watt Ceiling Fan with Double Ball A.C. 50 Hz 1200 MM Sweep Complete, Having 3 Blades d 30 CMS down Rod Erected with 24/0.0, 3 Core Flexible

X TYPE 250 VOLTS COMPLETE ERCTED.

D FOR COMPUTER OR ELECTRIC APPARATUS CONSISTING D ERCTED ON PVC/METAL BOARD WITH 3 MM THICK ED 1 NO.6A/16A UNIVERSAL PLUG-SWITCH COMBINED.4

x0.35 CMS. BURRIED IN SPECIALLY PREPARED 2.5MTR. ECESSARY G.I. STRIP IN G.I. PIPE 2 MTR.LONG WITH G OF SWITCH GEAR,CONDUIT RUN OR POWER PLUG ETC.

AS REQUIRED FOR PIPE TYPE EARTHING.

36


Gram Panchayat Building @ Village ......................................... Falia. Taluka: Mo

Dist.Panchmahal

RATE ANALYSIS #REF!

For door size Sr. No. 1 2 3 4

1.00 x 2.00 = 2.00 Sq.m. Item

Qty 5.00 Mtr. 10.00 Mtr.. 8.96 Mtr.. 2.00 Sq.m.

Door frame 50 x 50 x 6 mm. iron angle Shutter frame 30 x 30 x 5 mm. iron angle Cross frame 30 mm wide & 3 mm. thick flat. Sheet plate B.G. 19 guage. 70.37

Sr. Item No. 1 M.S. flate ( P.No. 3.37 ) 2 Hinges size ( 100 x 58 x 1.4 mm. ) (S.O.R P. No. 2 / I.No. 25 ( ii ) )

Qty

3

Handle of iron oxidized 23/255c)

(S.O.R.P. No.

4 5 6 7 8 9 10

Aldrop of 30 Cm. length ( Market rate ) Stopper ( Market rate ) Hold Fast ( Market rate ) Cutting and welding charges ( M.R ) Fixing charges ( M. R ) Oil painting ( S.O.R. P.No. 99 I.No. 19.2 & 2.19.7 ) Carting charges ( job )

Weight 4.50 Kg./Mtr. 2.20 Kg./Mtr. 0.70 Kg./Mtr. 9.80 Kg./Sq.m. TOTAL ie. Rate

0.7037 / Qtl 6 No.

4284.00 / Qtl.

2 No.

37.00 / No.

1 No. 2 No. 6 No. 71.40 Kg. 2.00 Sq.m. 4.00 Sq.m. 1 No.

110.00 / No. 20.00 / No. 15.00 / No. 10.00 / Kg 60.00 / Sq.m. 77.00 / Sq.m. 100.00 / No.

117.00 / 10 No.

TOTAL Rs, Rate per Sq.m. 4630.65 / 2.00 .

Deputy Executive Engineer Panchayat ( R & B ) Sub Division Godhra

Executive Engineer Panchayat ( R & B ) Division Godhra

37



Dist.Panchmahal

RATE ANALYSIS #REF!

For window size Sr. No. 1 2 3 4 5

1.00 x 1.20 = 1.20 Sq.m. Item

Qty

Window frame 50 x 50 x 6 mm. iron angle Shutter frame 30 x 30 x 5 mm. iron angle Cross frame 30 mm. wide & 3 mm. thick flat. Sheet plate B.G. 19 guage. 10 mm dis M.S round bar pro. 12 Cm. C/C ( 10 No. x 1.00 Mtr. = 10.00 Mtr.

Weight

4.20 Mtr.. 7.80 Mtr. 6.24 Mtr. 1.20 Sqm.

4.50 Kg/Mtr. 2.20 Kg/Mtr. 0.70 Kg/Mtr. 9.80 Kg/Sqm.

10.00 Mtr.

0.62 Kg/Mtr. TOTAL ie.

Sr. No. 1 2 3 4 5 6 7 8 9 10

Item

Qty

M.S. flate ( P.No. 3.37 ) Hinges size ( 100 x 58 x 1.4 mm. ) (S.O.R P. No. 2 / I.No. 25 ( ii ) ) Handle of iron oxidized 23/255c) Aldrop of 30 Cm. length ( Market rate )

0.5838 / Qtl 6 No. 6 No. 1 No. 6 No. 4 No. 72.492 Kg. 1.44 Sq.m. 4.32 Sq.m. 1 No.

(S.O.R.P. No.

Stopper ( Market rate ) Hold fast ( Market rate ) Cutting and welding charges ( M.R ) Fixing charges ( M. R ) Oil painting ( S.O.R. P.No. 99 I.No. 19.2 & 2.19.7 ) Carting charges ( job )

Rate 4284.00 / Qtl. 117.00/10No. 37.00 / No. 110.00 / No. 20.00 / No. 15.00 / No. 10.00 / Kg 60.00 / Sq.m. 77.00 / Sq.m. 100.00 / No.

TOTAL Rs, Rate per Sq.m. 4327.16 / 1.20 .


Executive Engineer Panchayat ( R & B ) Division Godhra

38

39



Dist.Panchmahal

RATE ANALYSIS #REF!

Size : 2.00 m. x 1.50 m.x 1.20 m. Sr. Qty Unit Item No. 1 4.50 Cu.m. (1) Excavation in dense and hard soil 2.00 x 1.50 x 1.50 = 4.50 Cu.m. 2

0.45

Cu.m.

3

1.828

Cu.m.

4

10.298

Sq.M.

5

0.30

Cu.m.

6

18.00

Kg.

( S.O.R. P. 3 .No. 1.0.0.( b ) ) (2) C.C. 1:5:10 with brick bats 2.00 x 1.50 x 0.15 = 0.45 Cu.m. ( S.O.R. P. 11 I.No. 9.5.3.8 a ) (3)B.B. masonary in C.M 1:6 2 x 2.00 x 0.23 x 1.20 = 1.104 2 x 1.04 x 0.23 x 1.20 = 0.574 Partition wall 1 x 1.04 x 0.12 x 1.20 = 0.150 Total 1.828 Cum. ( S.O.R. P.19 / I.No. 2.6.13(b)) (4) 10 mm plaster in C.M. 1:4 including floating coat . 2 x 1.54 x 1.20 = 3.696 Sq.m. 2 x 1.04 x 1.20 = 2.496 Sq.m. 2 x 1.04 x 1.20 = 2.496 Sq.m. 2 x 2.00 x 0.23 = 0.920 Sq.m. 10.298= 0.690 Sq.m. 2 x 1.50 x 0.23 (Sq.m. S.O.R. P 130+131 I.No 1.17.58.(ii) + 4.17.69 (5) R.C.C. 1:2:4 for slab cover 2.00 x 1.50 x 0.10 = 0.30 Cu.m. ( S.O.R. P. 22 I.No. 26B.0.0) (6) M.S. reinforcement 60Kg./Cu.m.= 60 x 0.30= 18.00 Kg.

Rate

Per

86.00

Cu.m.

1697.00

Cu.m.

2828.00

Cu.m.

103.50

Sq.m.

4807.00

Cu.m.

39.60

Kg.

( S.O.R. P. 9 I.No. 13.5.4.10 ) Total Say Rs.


Executive Engineer Panchayat ( R & B ) Division Godhra 40


ATE ANALYSIS

Total Weight 22.50 Kg. 22.00 Kg. 6.27 Kg. 19.60 Kg. 70.37 Kg. 0.7037 Qtl. Amount 3014.65 70.20 74.00 110.00 40.00 90.00 714.00 120.00 308.00 100.00 4640.85 2320.43 2320.43

41


ATE ANALYSIS

Total Weight 18.90 17.16 4.36 11.76

Kg. Kg. Kg. Kg.

6.20 Kg. 58.38 Kg. 0.5838 Qtl. Amount 2501.00 70.20 222.00 110.00 120.00 60.00 724.92 86.40 332.64 100.00 4327.16 3605.97 3605.97

42

43


ATE ANALYSIS

Amount 387.00

763.65

5169.584

1065.84

1442.10

712.80

9540.98 9540.98

44


Gram Panchayat Building @ Village ......................................... Falia. Taluka: Morva (H) Dist.P

RATE ANALYSIS #REF!

Length 1.50

Considering area of one shelf =

width x

0.60 = total

Area 0.90 sqM 0.90

A. Providing and fixing 25 mm thick blue kota stone flooring Qut In single piece as per size shelf

0.90 sqM

B. Double side machine polishing at market rate 0.90 sqM c) Labour Charges for fixing stone slabs and borders etc 1) Meson first class sor p. 16 3) Male Mazdoor 4))Female Mazdoor D)Material Like Cement,Sand, Adhesive etc

0.25 No 0.25 No 0.25 No

1.00 L.S. Total rate for 0.90 sqm Add 10 % Contractor proffit Therefore rate for 1 sqm =

Deputy Executive Engineer Panchayat (R&B) Sub Division


Godhra

Godhra

Village ......................................... Falia. Taluka: Morva (H) Dist.Panchmahal

RATE ANALYSIS

Rate

Amount

Market Rate Amount 400.0

360.00

60.00

54.00

ders etc 294.00 278.40 278.40

73.50 69.60 69.60

Cement,Sand, Adhesive etc 200.00

% Contractor proffit say

Executive Engineer Panchayat (R&B) Division Godhra

200.00 826.70 82.67 909.37 909.00 per sqM

ESTIMATE Division

:-

Panchayat ( R&B ) Division, DAHOD

Sanction Estimate

:-

Year 2013-2014

Fund Head

:-

RGPSA-2013-14

Minor Head

:-

Major Head

:-

Service Head

:-

Departmental Head

:-

Plan Building O.W.

Estimate framed in the office of the Executive Engineer, P (R&B) Division, DAHOD for the probable expenses that will be incurred in,

Name of work :- Constg. Gram Panchayat Building @ Village ......................................... Falia. Taluka: Morva (H) Dist.Panchmahal #REF!

Estimated cost Rs.:- #REF! Administrative approved under

:-

No.

Date

Technical sanction under

:-

No.

Date

Estimate prepared by

:-

Estimate checked by

:-

Shri. M.R.Sangada (A.E) Panchayat (R&B) Sub Division, D'Baria Shri. M.A.Katlariwala ( A. A. E. ) Panchayat (R&B) Division, Dahod

Call or authority

:-

DC/RGPSA/Gr.Dist. Order-2/2013-14/ 138 to 146, o Development Commissioner, Dr. Jivaraj Mehta Bh No.16/2, Gandhinagar Dt, 16 / 01 / 2014

GENERAL DESCRIPTION The rate are adopted as per S.O.R. for the year 2013-14 The specification Adopted for item concerned as per P.W.D. H.B. Volume I & I I

47

ESTIMATE

n the office of the Executive Engineer, Panchayat able expenses that will be incurred in,

m Panchayat Building @ ..... Falia. Taluka: Morva (H)

#REF!

DC/RGPSA/Gr.Dist. Order-2/2013-14/ 138 to 146, office of the Development Commissioner, Dr. Jivaraj Mehta Bhavan, Block No.16/2, Gandhinagar Dt, 16 / 01 / 2014

AL DESCRIPTION

48


Gram Panchayat Building @ Village ......................................... Falia. Taluka: Mor

Dist.Panchmahal

RAT E ANALY S I S

Main B Item No - Dismentalling the old detoriated Panchayat building using JCB machine from top to bottom with fou

and clearing the site by disposing of the unserviceable materials from the site of work to borrow area as dire

Engineer in charge and depositing the serviceable materials like old steel bars, old wooden / steel doors & win rubble using tractor with trolly at the place as and where agency desire etc. complete. Sr.No. Item Qty 1 2 3 1 1) Engaging JCB machine for dismentalling the detoriated old 24 Anganwadi Building and loading the unserviceable and serviceable dismentalled material in tractor. (Rates approved vide Dn. office letter No. A/Jhalod/ WS/… 392. DT.08 / 08 /2013 ) 2

2) Engaging 2 two tractor with trolly for conveyance of serviceable & unserviceable dismentalled materials for site of work to site as and where directed. Qty. 12 Hrs. x 2 = 24.00 Hrs. (Rates approved vide Dn. office letter No. A/Jhalod/ WS/… 392. DT.08 / 08 /2013 )

48

Rate Per 4 5 900.00 Hours

300.00 Hours

Total Rs. Say Rs.

Deputy Executive Engineer Panchayat (R & B) Sub Division


Godhra

Godhra

49

lding @ Village ......................................... Falia. Taluka: Morva (H)

Main Building ayat building using JCB machine from top to bottom with foundation

eable materials from the site of work to borrow area as directed by

materials like old steel bars, old wooden / steel doors & windows &

here agency desire etc. complete. Amount 6 21600.00

14400.00

36000.00 36000.00

50

Name of work :Dist.Panchmahal

Constg.

Gram Panchayat Building @ Village ......................................... Falia. Tal

RAT E ANALY S I S #REF!

Sr.No. 1

Item 2

Qty 3 0.49

Rate 4 83.00

1

Excavation for foundation up to 1.50 mt. depth including sorting out and stacking of usefull materials and disposing of the excavated stuff up to 50 meter lead ( A ) Loose or soft soil ( S.O.R. P. No. 3 It.No. 1.0.00 ( A ) ) 1.07 x 0.915 x 0.50 = 0.49

2

Providing and laying cement concrete 1:5:10 ( 1 Cement :5 Course sand : 10 Brick bats ) and curing complete excluding cost of formwork in ( A ) Foundation and plinth ( S.O.R. P. No. 8 It.No. 9.5.3.8 ) 1.07 x 0.915 x 0.10 = 0.10

0.10

2279.00

3

Brick work using comm.on burnt clay building 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 ) ( B ) Conventional ( S.O.R. P. No. 19 It.No.1. 6.12B ) L/W 2 x 1.07 x 0.23 x 0.45 = 0.22 S/W 2 x 0.455 x 0.23 x 0.45 = 0.10 Total 0.32

0.32

3582.00

4

Providing 15mm. thick cement plaster in single coat on brick/concrete walls for interior plastering up to floor two level and finished even smooth in (i) Cement mortar 1:3 ( 1 cement : 3 sand ) finishing with a floating coat of neat cement slurry above two level ( S.O.R. P. No. 61 It.No.1. 17.58i) L/W 2 x 0.61 x 0.45 =0.55 S/W 2 x 0.455 x 0.45 =0.41 Top 2 x 1.07 x 0.23 = 0.49 2 x 0.455 x 0.23 = 0.21 1.66

1.66

99.00

5

Angle frame for cover 25 x 25 x 2.5 mm. size 2 x( 0.61 + 0.455) = 2.13 Meter. Wt. per Meter 2.00 Kg. = 4.26 Kg. C.I. Cover 0.455 x 0.61 m size Wt. @ 16 Kg. ( 4.26 + 16.00 = 20.26 Kg.) Say 21 Kg.. (SOR Pg. No 11 item no 214 )

0.21

7810.00

Deputy Executive Engin 51

Panchayat (R&B) Sub Div Godhra

52

ding @ Village ......................................... Falia. Taluka: Morva (H)

E ANALY S I S

Per 5 Cu.m.

Amount 6 40.67

Cu.m.

227.90

Cu.m.

1146.24

Sq.m.

164.34

Qtl.

1640.10

Total Rs. Say Rs.

3219.25 3220.00 Each

Deputy Executive Engineer 53


54

Name of Work.

Name of work :- Constg. Gram Panchayat Building @ Village ......................................... Falia. Morva (H) Dist.Panchmahal

RATE ANALYSIS

Item No.15:- Providing with fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian wood frames 12 cm X 7 cm. size including black enamelled iron oxidised fixtures and fastenings including primer coat approved qualit Size: 1.05 m. X 1.25 m depth. QTY.

UNIT

ITEM

RATE

1

2

3

4

1.31

Sq.m.

(1) Providing with fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 12 cm X 7 cm. size including black enamelled iron oxidised fixtures and fastenings including primer coat of approved quality and two coats of oil painting. (partly panelled and partly glazed) (S.O.R.P.No. 33 / I.No.33.0.0. (iii))

4950.00

14.98

kg.

(1) 16 mm dia bar (1.05 x 9 Nos. x 1.58 = 14.98 kg.) S.O.R.P. No. 32 / I.No. 25.10.100.a)

75.00

2.45

kg.

(2)Steel plate (50 mm x 5 mm size) 1 Nos. x 0.05 x 0.005 x 1.25 x 7850 =2.45 kg.

75.00

Total Say Rs.

5947.90

Deputy Executive Engineer

Executive Engineer


Panchayat (R&B) Division

Dahod

Name of Work.


RATE ANALYSIS #REF!

Size: 1.10 m. X 1.50 m depth. = 1.65 Sq.m. QTY.

UNIT

ITEM

RATE

1

2

3

4

1.65

Sq.m.

(1) Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges with necessary screws.(indian teak wood (Partly Panelled and partly glazed) S.O.R.P. No. 29 / I.No. 7.10.16 A. (iii))

2393.00

1.65

Sq.m.

(2) Providing & Fixing Wooden Frame of Indean Teak wood of size 10 cm x 7 cm. (S.O.R.P. No. 33 / I.No. 30.0.0 (i) -S.O.R.P. No. 28 / I.No. 4.10.12 (ii)) =4145-2636 =1509.00

1509.00

3.53

Sq.m.

(3)Commercial Ply wood sheet 25 mm thick S.O.R.P. No. 3 / I.No. 46 - 4 Nos x 1.10 x 0.45 =1.98 - 2 Nos x 1.50 x 0.45 =1.35 - 1 Nos x 0.45 x 0.45 =0.20

590.00

12.44

Sq.m.

(4)Painting two coats i/c priming coat on previously painted wood & wooden base surface with enamel paints to give an even shade i/c cleaning off all dirt, dust and other foreign matter, (S.O.R.P.No.71/ I.No.12.19.73 + 13.19.75) (40+37 = 77.00 ) -outer shutter - 1.65 x 2.5 times = 4.13 - horizontal face - 8 nos x 1.1 x 0.45=3.96 - vertical face - 4 nos. x 1.5 x 0.45 =2.70 - internal back face-1 nos x 1.10 x 1.50 =1.65

77.00

1.00

Nos.

(5) Fitting Charge Per Nos.

1000.00

Total Say Rs. Deputy Executive Engineer

6350.84 Executive Engineer

Panchayat (R&B) Sub Division Jhalod


Name of Work.


RATE ANALYSIS #REF!

Considering area of one self =

Size: 1.50 m. X 0.60 m depth. = 0.90 Sq.m.

QTY.

UNIT

ITEM

RATE

1

2

3

4

0.90

Sq.m.

(1) Providing and fixing 25 mm thick blue kota stone flooring

400.00

0.90

Sq.m.

(2) Double side machine polishing at market rate

60.00

(3)Labour charges for fixing stone slabs and borders etc 0.25

Nos.

(a) Meson first class

207.80

0.25

Nos.

(b) Male Mazdoor

194.50

0.25

Nos.

(c) Female Mazdoor

194.50

1.00

L.S.

(4)Material Like Cement, Sand, Adhesive etc

200.00 Total Add 10 % contractors Profit= Therefore rate for 1.00 Sqm.= Say Rs.

Deputy Executive Engineer Panchayat (R&B) Sub Division Jhalod

840.00

ing @ Village ......................................... Falia. Taluka:

and clerestory windows including Indian teak ures and fastenings including primer coat of

PER

AMOUNT

5

6

Sq.m.

6484.50

kg.

1123.50

kg.

183.75

Rs.

7791.75

per Sq.m. Executive Engineer Panchayat (R&B) Division Dahod


Sq.m. PER

AMOUNT

5

6

Sq.m.

3948.45

Sq.m.

2489.85

Sq.m.

2082.70

Sq.m.

957.88

Nos.

1000.00

Rs.

10478.88

per Sq.m. Executive Engineer



. PER

AMOUNT

5

6

Sq.m.

360.00

Sq.m.

54.00

Nos.

51.95

Nos.

48.63

Nos.

48.63

L.S.

200.00

Rs.

763.20

Add 10 % contractors Profit=

76.32

Therefore rate for 1.00 Sqm.=

839.52

per Sq.m.

Name of Work:- Construction of Gram Panchayat Building at village………………… Ta.............. Rate Analysis

Item :-2 Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 machine crushed stone aggrega complete excluding cost of form work in (a) Foundation and plinth. Item No

Qty.

Unit

Items

1

1.00

Cum

Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand broken stone aggregate 40 mm nominal size) and curing comoplete excluding cost of form work in (a) foundation and plinth ( Item no. 5.3.3 Sr no 4A Pg No 10)

2

0.90

Cum

Deduct for cost of H.B Metal (Item no. 3 (ii) Pg no. 1 )

3

0.90

Cum

Add for cost of machine crushed metal 40 mm size(SOR item no. 4 (i) Pg no. 1) TOTAL

Deputy Executive Engineer Panchayat (R&B) Sub Division Godhra

Executive En Panchayat (R&B

t Building at village………………… Ta....................... Dist: Dahod Rate Analysis

ement:4 coarse sand:8 machine crushed stone aggregate 40 mm size) and curring plinth. Rates

2144.00

Per

Cum

Amount

2144.00

203.00 Cum

182.70

293.00

263.70

Cum

TOTAL

2225.00


Name of Work:- Construction of Gram Panchayat Building at village………………… Ta.................... Rate Analysis

Item :-7 Providing and laying cement concrete 1;2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm no the cost of form work with curring etc. complete (A) Foundation footing

Item No

Qty.

Unit

Items

Rates

1

0.22

Cum

Providing and laying cement concrete work 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size ) excluding the cost of form work with curing etc. complete. (A) Foundation footng (A) Foundation footing ( SOR I no. 5.3.13 Sr no. 10AA Pg no. 12)

2

2.15

Sqm

Add for cost of form work ( SOR It. 9.1 ( A) Sr. no 1 Pg .no 50)

2758.00

108.00

Area of form work For sides = 4 x 0.9 x 0.25 = 0.90 sqm. For trepezoidal portion = 4 x 0.9 + 0.35 x 0.50 = 1.25 Total Area of form work = 2.15 Sqm TOTAL

So Rate comes to be Rs 838.96 / 0.22 Cum So Rate per Cum =838.96/.22 = Rs 3813.45 /Cum

3813.45

Say Rs 3813.45/Cum


Executive Engineer Panchayat (R&B) Divis Godhra

Building at village………………… Ta....................... Dist: Dahod

Rate Analysis

ent: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including n footing

Per

Amount

Cum

606.76

Sqm.

232.20

AL

838.96

3813.45


Name of Work:- Construction of Gram Panchayat Building at village………………… Ta..................... Dahod Rate Analysis Item :- 8 Providing and laying cement concrete 1;2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm including the cost of form work with curring etc. complete (A) Column

Item No

Qty.

Unit

1

0.25

Cum

2

4.51

Sqm

Items Providing and laying cement concrete work 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size ) excluding the cost of form work with curing etc. complete. (B) Column (D) Column ( SOR I no. 5.3.13 Sr no. 10BA Pg no. 12)

Add for cost of form work ( SOR It. 9.1 ( G .1 ) Sr. no 1 Pg .no 46) Area of form work For sides = 2 x 0.23 x 4.69 = 2.16 sqm. For sides = 2 x 0.25 x 4.69= 2.35 sqm. Total Area of form work = 4.51 Sqm TOTAL

So Rate comes to be Rs 1644.91/0.25 Cum So Rate per Cum = 1644.91/0.25 = Rs 6167.56 /Cum

Say Rs 6579.64 /Cum Extra for lift SOR I No. 15A.5.4.13 / P - 15

For First Floor



……………… Ta....................... Dist:

graded stone aggregate 20 mm nominal size)

Rates

Per

Amount

3134.00 Cum

783.50

191.00 Sqm.

861.41

1644.91

=

6579.64

=

29.20

=

6608.84



Gram Panchayat Building @ Village ......................................... Falia. Taluka:

Dist.Panchmahal Rate Analysis

Item no.-16 Providing and fixing flush door shutters, solid core construction with frame of first class hard-wood with cross veneer of plywood face panels including teak wood frame 12cm X 7cm Size anodised alluminium fixtares and farts requirement) etc Complete.( Non decorative type 35 mm Thick flush door Shutters) Considering area of door =0 .9 x 2.1 = 1.89 Sqm.

Item No

1

Qty.

1.64

Unit

Sqm.

Items Providing and fixing flush door shutters solid core construction. Non Decorative Type 35 mmthick. (SOR Item. 10.3. (2) Sr.no 11 Page no.67) Area of shutters = 0.8 x 2.05 = 1.64 Sqm.

2

46.20

3

3.78

Supply of teak wood for frame ( SOR It. No 10.1 SR. No.1 (A) P. No. 61) Cu.D.M Qty. = 2 x 22 x .7 x 1.2 = 36.96 Cu.D.M Qty. = 1 x 11 x .7 x 1.2 = 9.24 Cu.D.M Total Area of teak wood = 46.20 Cu.D.M. Sqm.

Cost of wooden primer ( SOR Sr. no 9C.19.59 Pg no. 138) Area of painting = 2 x 0.9 x 2.1 = 3.78 Sqm. Cost of Painting ( SOR Sr. no 19.71.11 Pg no. 138)

4

3.78

Sqm.

Area of painting = 2 x 0.9 x 2.1 = 3.78 Sqm. TOTAL

So Rate comes to be Rs 6190.52 / 1.89 Per Sqm. So Rate per Sqm. = 3275.41

Say Rs 3275.41 / Sqm.


Executive Engineer Panchayat (R&B) Divisio

.................... Falia. Taluka: Morva (H)

rst class hard-wood with cross band and face d alluminium fixtares and fartsnings (as per

Rates

Per

Amount

1706.00

Sqm.

2797.84

690.00

Cu.D.M

3187.80

25.20

Sqm.

95.26

55.50

Sq.

109.62 6190.52

3275.41


Name of Work:- Construction of Gram Panchayat Building at village………………… Ta....................... Dahod

RAT E ANALY S I S

Item No - Dismentalling the old detoriated Panchayat building using JCB machine from top to bottom with foun

and clearing the site by disposing of the unserviceable materials from the site of work to borrow area as direc

Engineer in charge and depositing the serviceable materials like old steel bars, old wooden / steel doors & windo rubble using tractor with trolly at the place as and where agency desire etc. complete. Sr.No. Item Qty 1 2 3 1 1) Engaging JCB machine for dismentalling the detoriated old 24 Anganwadi Building and loading the unserviceable and serviceable dismentalled material in tractor. (Rates approved vide Dn. office letter No. A/Jhalod/ WS/… 392. DT.08 / 08 /2013 ) 2

2) Engaging 2 two tractor with trolly for conveyance of serviceable & unserviceable dismentalled materials for site of work to site as and where directed. Qty. 12 Hrs. x 2 = 24.00 Hrs. (Rates approved vide Dn. office letter No. A/Jhalod/ WS/… 392. DT.08 / 08 /2013 )

48

Rate 4 900.00

300.00

Total Rs.

Deputy Executive Engineer Panchayat (R & B) Sub Division Dahod


Dahod

………… Ta....................... Dist:

Main Building om top to bottom with foundation

rk to borrow area as directed by

oden / steel doors & windows & Per 5 Hours

Amount 6 21600.00

Hours

14400.00

Total Rs. Say Rs.

36000.00 36000.00

utive Engineer

at (R & B) Division

RATE - ANALYSIS -

Item No 20) Providing and laying Ordinary c.c.M.200 & curing complete including the cost of form work b reinforcement for reinforced concrete work in Stair case upto floor two level for G.F.

Rate for waist slab Steps 1 Cement concrete work M -200

4.50 0.50

1.50 0.30

0.20 0.15

15

SOR Ino. 24EA.5 .8. 2 / P -20 Cum 3708.00 per Cum SOR Ino. 1M.9.1,P -55 Rs 156.00 per SqM 1 4.50 1.50 1 4.50 0.20 15 1.50 0.15

1.68 2 Form work ( Steel ) Form work req.

11.02

SqM

156.00

per SqM

per Hence for one CuM C. C M-200 for slab in

Ground floor

Extra for lift SOR I No. 15A.5.4.13 / P - 15 First floor Second floor Third floor

5925.00 5954.20 5983.40

Rs 29.20 29.20 29.20

29.20

Deputy Executive Engineer Pan. R & B Sub Division

Executive Engineer Pan. R & B Division

Godhra

Godhra

- ANALYSIS -

ng complete including the cost of form work but excluding the cost of case upto floor two level for G.F.

1.34 CuM 0.34 CuM 1.68 CuM 6220.17

6.75 0.90 3.37 11.02 SqM

Smt Smt Smt Smt

Total Rs 1.34 CuM Rs Say

1719.12 7939.29 5924.84 per CuM 5925.00 per CuM

per Cum 5954.20 per CuM 5983.40 per CuM 6012.60 per CuM

Executive Engineer Pan. R & B Division

RATE ANALYSIS - 21 Providing 75 cms high and 10 cms thick CC M-20 Hand rail with 50 mm dia round hollw S S p mm SS pipe supports embeded in concrete etc. complete. (As Per R.A.)

Item No.

Consider Railing Size Qty. of Concrete

Sr 1

2

Particular Providng and Laying Controled Cement concrete work M 200 for vertical fins

SOR P/ 20 I/5.8.2 K Providing Form Work

4.00 rmt = 4.00 x 0.75 x 0.10

Qty

per

0.30

Cum

6.000

Sqm

SOR P/ 56 I/9.1 Q 2 3

Providing SS pipe 50 mm Dia

0.75

4.00 4.000

Rmt

SOR P/ 9 I/362 4 Providing SS pipe 50 mm Dia

1.500

Rmt

SOR P/ 9 I/362 5 Fixing Charges lump Sum

1.000

Job

Total For 4.00 rmt Rate for 1.00 rmt Say

Deputy Executive Engineer Pan. (R & B) Sub Division Godhra

with 50 mm dia round hollw S S pipe with 38 (As Per R.A.)

4.00 rmt 00 x 0.75 x 0.10

0.30 cum

Rate 3446.00

Amount 1033.80

242.00

1452.00

6.000 Sqm 6.00 Sqm 1185.00

4740.00

1185.00

1777.50

1000.00

1000.00

Total For 4.00 rmt Rate for 1.00 rmt

10003.30 2500.83 2501.00

Executive Engineer Pan. (R&B) Division Godhra

Material (condition)

Angle of Repose (degrees)

Ashes

40°

Asphalt (crushed)

30–45°

Bark (wood refuse)

45°

Bran

30–45°

Chalk

45°

Clay (dry lump)

25–40°

Clay (wet excavated)

15°

Clover seed

28°

Coconut (shredded)

45°

Coffee bean (fresh)

35–45°

Earth

30–45°

Flour (corn)

30–40°

Flour (wheat)

45°

Granite

35–40°

Gravel (crushed stone)

45°

Gravel (natural w/ sand)

25–30°

Malt

30–45°

Sand (dry)

34°

Sand (water filled)

15–30°

Sand (wet)

45°

Snow

38°

Urea (Granular)

27°

Wheat

27°

Estimate od Compound wall.xls

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