estimate for electrical work at esr.xlsx

Estimate for 1 KW Power Connection at Different ESR

S. No. Particular Unit Qty Rate Amount

1

ARMOURED 4 Core meter 3545 168.00 595560.006 Sq.mm.

2

2 / 3 / 4 Core cable upto 16 Sq.mm meter 3545 20.00 70900.00

3

Each 85 107.00 9095.00

4

6 Amp to 32 Amp Rating Each 85 500.00 42500.00

5 Fixing of MCB /MCCB/ Isolator

Each 85 10.00 850.00

6

2 way single door Each 85 197.00 16745.00

7

8.5 (1) to 8.5 (4) Each 85 94.00 7990.00

8

16 Amps./240 Volts Each 85 33.00 2805.00

9

R.S. Joist 175 x 90 - 19.3 kg per meter M 651 1029.00 669879.00(9.3m length) (For 70 Poles)

Reference of SOR

Supply of XLPE Insulated power cable (conforming IS-7098) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor

UADD SOR VOL-IV, May 2012, ITEM

NO. 14.1.8.1, PAGE NO. 81

Laying of underground cable armoured./ unarmoured as per specification in air with approved type of iron clamps complete.


NO. 14.12.1, PAGE NO.87

Providing and fixing wooden board of suitable size (maximum 12" X 18") for fixing of house service meter with necessary materials and connection testing etc.complete as per specification:Single Phase meter.


NO. 10.14.1, PAGE NO.61

Supplying of ISI Marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle , 10 kA Value AC supply confirming to IS : 8828 : 1996, IEC : 60898 :2002 but without enclosures :- SINGLE POLE & NEUTRAL(SPN)


NO. 8.5.2.2, PAGE NO.41


NO. 18.16.1, PAGE NO.44

Fixing of MCB / Isolator SP/DP in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete (Labour only )

Supply of approved make powder coated sheet steel encloser SPN MCB DB inclusive of Busbar, Neutral bar, Earth bar & two earth terminals etc. complete as per IS:13032( exclusive of MCB & isolator)-

UADD SOR VOL-IV, May 2012, ITEM NO. 8.5 (B) .1, PAGE NO.42

Labour charges for fixing sheet steel enclosure, MCB DB surface mounting type, as per accepted practice on 25x5mm flat iron clamps duly embedded in wall,cable connection etc. complete. FOR S.No :-


NO. 8.17.1, PAGE NO.44

Supplying & fixing of ISI marked Porcelain Rewireable type fuse carrier & base unit of approved make & confirming to IS: 2086 - 1993


NO. 17.15.1, PAGE NO.39

Supply of support for overhead line RS joist / H-beam of I.S. standard including welding, drilling of required hole etc. complete as required.


NO. 13.2.2, PAGE NO.69

S. No. Particular Unit Qty Rate AmountReference of

SOR 10

Each 70 2163.00 151410.00

11

Each 85 667.00 56695.00

12

Each 170 129.00 21930.00

Total 1646359.003% Contingency Charges 49390.77MPEB Appox. Estimated cost for 9 Tanks 9 93000.00 837000.00MPEB Supervision Charges 5% of Estimated Cost 82317.95Service Tax @ 12.36% of MPEB Supervision Charges 10174.50

Total Estimated Cost 2625242.22

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 meters but not exceeding 10 meters in cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including exacavation and refilling etc. as required. (4.55 bags of cement/cmt.)

UADD SOR VOL-IV, May 2012, ITEM NO. 13.13, PAGE

NO.72

Providing and fixing earthing arrangement with 16mm dia 2.5 meter long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I. Connection etc. complete with refilling the pit as required, but excluding the excavation of earth pit.


NO.66

Supplying and Erection of 100mmX110mm shackle insulator with G.I.bolts,nuts and straps etc.as required.


NO.75

Estimate for 1 KW Power Connection at Different ESR S. No. Particular Unit Qty Rate Amount

1

ARMOURED 2 Core meter 2645 114.00 301530.004 Sq.mm.(Heavy Duty)

2


3 Supply of Wooden board 12" X 18" Each 57 65.00 3705.00

4



Each 57 10.00 570.00

6


7

8.5 (1) to 8.5 (4) Each 57 94.00 5358.00

8

16 Amps./240 Volts Each 57 33.00 1881.00

9

R.S. Joist 175 x 90 - 19.3 kg per meter M 68 7979.40 542599.20(9.3m length)

10

Each 68 2163.00 147084.00

Total 1095356.203% Contingency Charges 32860.69MPEB Supervision Charges 5% of Estimated Cost 54767.81Service Tax @ 12.36% of MPEB Supervision Charges 6769.30Total Estimated Cost 1189754.00

Reference of SOR


UADD SOR VOL-IV, May 2012, ITEM NO.

14.1.2.2, PAGE NO. 80

Laying of underground cable armoured./ unarmoured as per specification in air with approved type of iron clamps complete. UADD SOR VOL-IV,

May 2012, ITEM NO. 14.12.1, PAGE NO.87

UADD SOR VOL-IV, May 2012, ITEM NO. 207, PAGE NO.108


UADD SOR VOL-IV, May 2012, ITEM NO. 8.5.2.2, PAGE NO.41


18.16.1, PAGE NO.44




8.5 (B) .1, PAGE NO.42


UADD SOR VOL-IV, May 2012, ITEM NO. 8.17.1, PAGE NO.44



Supply of support for overhead line RS joist / H-beam of I.S. standard including welding, drilling of required hole etc.complete as required.


Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 meters but not exceeding 10 meters in cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including exacavation and refilling etc. as required. (4.55 bags of cement/cmt.)

UADD SOR VOL-IV, May 2012, ITEM NO. 13.13, PAGE NO.72

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Estimate for 1 KW Power Connection at Different ESR

S. No. Particular Unit Qty Rate Amount Reference of SOR 1

ARMOURED 2 Core meter 2645 114.00 301530.004 Sq.mm.(Heavy Duty)

2


3 Supply of Wooden board 12" X 18" Each 57 65.00 3705.00

4



Each 57 10.00 570.00

6


7

8.5 (1) to 8.5 (4) Each 57 94.00 5358.00

8

16 Amps./240 Volts Each 57 33.00 1881.00

9

PCC pole 8 mtrs. Long 140 kg Each 68 1806.00 122808.00


UADD SOR VOL-IV, May 2012, ITEM NO. 14.1.2.2,

PAGE NO. 80

Laying of underground cable armoured./ unarmoured as per specification in air with approved type of iron clamps complete.

UADD SOR VOL-IV, May 2012, ITEM NO. 14.12.1,

PAGE NO.87

UADD SOR VOL-IV, May 2012, ITEM NO. 207,

PAGE NO.108



PAGE NO.41


PAGE NO.44



UADD SOR VOL-IV, May 2012, ITEM NO. 8.5 (B) .1, PAGE NO.42



PAGE NO.44



PAGE NO.39

Supplying of prestressed cement concrete (PCC) pole conforming to IS 785 at work site including required transportation


PAGE NO.70

S. No. Particular Unit Qty Rate Amount Reference of SOR 10

Each 68 1871.00 127228.00

Erection of R.C.C./P.C.C. pole of length exceeding 8 meters but not exceeding 11 meters in brick ballast nd ramming the foundation including excavation and refilling etc as required

UADD SOR VOL-IV, May 2012, ITEM NO. 13.15,

PAGE NO.72

S. No. Particular Unit Qty Rate Amount Reference of SOR

11

Light Point/Fan Points.2b) Medium point Each 495.00 0.00

12

15 Watt Each 191.00 0.00

13

Each 1888.00 0.00

Total 655709.00

WIRING IN SURFACE RIGID PVC CASING AND CAPPING SYSTEM WITH FLUSH TYPE ACCESSORIES


PAGE NO.26

Point wiring including metallic switch box, sheet, switche, socket, lampholders/ ceiling roses etc with 1.5 Sq. mm. PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C. CASING AND CAPPING ISI Marked of suitable size and 1.5 Sq. mm. PVC insulated copper earth continuity conductor of green colour inside casing & capping including painting etc. as required as per specification for :-

Supplying,Fixing and Testing of Compact Flourescent Lamp (CFL) with inbuilt electronic ballast ISI marked of approved make as required as per specification


PAGE NO.52

Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete as required confirming to IS :374/1979 with upto date ammendments.


PAGE NO.53

Ceiling Fan (Energy Saver 50 W)-1200 mm Sweep

9

Estimate for Renovation of Existing White Quarter ESR At Jeevan Jyoti Colony Bhopal

Particular Unit Qty Rate Amount

1

100 mm Each 4 13950.00 55800.00150 mm Each 10 19672.00 196720.00200 mm Each 4 27386.00 109544.00

2 Specials (10% of Pipe cost) 36206.40

3


4

150x150x150 mm Each 1 3467.00 3467.00200x200x150 mm Each 1 5017.00 5017.00

5 100 mm Each 1 1869.00 1869.00150 mm Each 2 3379.00 6758.00200 mm Each 1 5321.00 5321.00

6 foundation - M-15

0.785 x 8.00 x 8.00 x 0.10 cum 5.02 4321.00 21691.42

For Plinth Protection & Thurst Block - M-20

0.785 x 8.00 x 8.00 x 0.20 cum 10.04 4778.00 47971.12

4 x 1.50 x 1.50 x 0.60 cum 5.4 4778.00 25801.20

7

PCC Grade - M25 For Top Grouting

S.No.

Reference of SOR

Providing, Laying and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/2000 in the length of 5.2m. for class K-9 with inside cement mortar lining for the sizes/dia pipes. (laying conforming to IS 12288 : 1987)

UADD SOR Vol-I (May 2012) item no. 4.37/ P 68

Providing & fixing of Cast Iron double flanged sluice valves as per I. S. : 14846-2000 Fitted with cast iron cap including jointing & testing with cost of jointing material such as bolt, nuts, rubber insertion etc.all complete.P.N. 1.6

UADD SOR Vol-I (May 2012) item

no. 6.1 / P 79

Providing & laying in posotion cast iron all flanged Tees (all size in mm) Body x Branch. [Conform to IS 1538] Heavy class -

UADD SOR Vol-I (May 2012) item no. 3.15 / P 36

Providing nad laying in position cast iron double flanged 900Duck Foot Bend .[ Conform IS 1538] UADD SOR Vol-I

(May 2012) item no. 3.14 / P 36

Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone including cost of centering & shuttering.


Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including concrete laying, cost of centering, shuttering, finishing and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.M-20 grade design mix reinforced cement concrete by using 405 kg. of cement per cum of concrete. All work up to plinth level excluding the cost of reinforcement.

UADD SOR Vol-I May 2012 item no.

15.19/ P 153

10


Particular Unit Qty Rate AmountS.

No.Reference of

SOR

4 x 0.785 x 1.5 x 1.5 x 0.25 cum 1.77 5346.00 9462.42


15.19/ P 153

11


Particular Unit Qty Rate AmountS.

No.Reference of

SOR

8

Provison for fixing of vertical pipe

Skilled Laboure engaged as per market rate.= 7Nos x 8 days. Nos. 56 600.00 33600.00

9 No 4 20391.00 81564.00

10 Lightening Arrester Unit Nos 1 7513.00 7513.00

11 Electronic Water Level indicator Nos 1 20000.00 20000.00 Market Rate

12 Kg 60 52.00 3120.00

13

25 mm dia Rm 240 168.00 40320.00

TOTAL 740097.56

Say 740098.00

As per market Rates

Constructing Brick masonry manhole in cement mortar 1:4 (1cement:4 fine sand) RCC top slab Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size, foundation in cement concrete grade M-7.5 (Nominal Mix) with stone aggregate 40mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making channels in Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, curing etc. with CI cover with frame etc.

UADD SOR Vol-I May 2012 item no. 14.2.4/ P143

Man hole with above specifications having inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)

UADD SOR Vol-I (May 2012) item no. 16.17.19/P

168

Providing & fixing in position Cast Iron Manhole Covers and frame conforming to IS-1726. All the exposed edges rounded end finished in cement mortar 1:3 etc. complete.

UADD SOR Vol-I (May2012) item no. 16.9/ P 163

Providing laying and jointing of galvanised Iron (MS) Pipe with specials (such as bend , ellbow, tees etc.) class light , medium & heavy including testing of joints cost of pipe , specials and jointing , material all complete. Pipe and sockets conforming to IS - 1239/2004 Part I - & Part II.


12


Sl No Particular Unit Quantity Rate Amount

1


2 Specials (10% of Pipe cost) 36206.40

3


4

150x150x150 mm Each 1 3467.00 3467.00200x200x150 mm Each 1 5017.00 5017.00

5 100n mm Each 1 1869.00 1869.00150 mm Each 2 3379.00 6758.00200 mm Each 1 5321.00 5321.00

6 foundation - M-15

0.786x8.00x8.00x0.10 cum 5 4321.00 21736.36

For Plinth Protection & Thurst Block - M-20

0.786x8.00x8.00x0.20 cum 10 4778.00 48070.50

4x1.50x1.50x0.60 cum 6 4778.00 28668.00

7

PCC Grade - M25 For Top Grouting

4x.786x1.5x1.5x0.25 cum 1.7685 5346.00 9454.40

8

Provison for fixing of vertical pipe

Nos. 56 600.00 33600.00

Reference of SOR

Providing, Laying and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/2000 in the length of 5.2m. for class K-9 with inside cement mortar lining for the sizes/dia pipes. (laying conforming to IS 12288 : 1987)


Providing & fixing of Cast Iron double flanged sluice valves as per I. S. : 14846-2000 Fitted with cast iron cap including jointing & testing with cost of jointing material such as bolt, nuts, rubber insertion etc.all complete.P.N. 1.6

UADD SOR Vol-I (May 2012) item

no. 6.1 / P 79

Providing & laying in posotion cast iron all flanged Tees (all size in mm) Body x Branch. [Conform to IS 1538] Heavy class -


Providing nad laying in position cast iron double flanged 900Duck Foot Bend .[ Conform IS 1538] UADD SOR Vol-I

(May 2012) item no. 3.14 / P 36

Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone including cost of centering & shuttering.


Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including concrete laying, cost of centering, shuttering, finishing and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.M-20 grade design mix reinforced cement concrete by using 405 kg. of cement per cum of concrete. All work up to plinth level excluding the cost of reinforcement.


15.19/ P 153

As per market RatesSkilled Laboure engaged as per market rate.= 7Nos x 8 days.

13


Sl No Particular Unit Quantity Rate Amount Reference of SOR

9

No 4 20391.00 81564.00

10 Lightening Arrester Unit Nos 1 7513.00 7513.00

11 Electronic Water Level indicator Nos 1 20000.00 20000.00 Market Rate

12 Kg 60 52.00 3120.00

13

25 mm dia Rm 240 168.00 40320.00

TOTAL 743101

Say 744000

Constructing Brick masonry manhole in cement mortar 1:4 (1cement:4 fine sand) RCC top slab Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size, foundation in cement concrete grade M-7.5 (Nominal Mix) with stone aggregate 40mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement andmaking channels in Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, curing etc. with CI cover with frame etc.

UADD SOR Vol-I May 2012 item no. 14.2.4/ P 143* CI Cover as per item but Ferro Cement as per contract

Man hole with above specifications having inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)

UADD SOR Vol-I (May 2012) item no. 16.17.19/ P

168

Providing & fixing in position Cast Iron Manhole Covers and frame conforming to IS-1726. All the exposed edges rounded end finished in cement mortar 1:3 etc. complete.

UADD SOR Vol-I (May2012) item no. 16.9/ P 163

Providing laying and jointing of galvanised Iron (MS) Pipe with specials (such as bend , ellbow, tees etc.) class light , medium & heavy including testing of joints cost of pipe , specials and jointing , material all complete. Pipe and sockets conforming to IS - 1239/2004 Part I - & Part II.


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¼ux½

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### 2 50 1 1 1 1 1### 2 1 1 1 1

xka/kh esfMdy dkyst {ks=ekWMy Ldwy xzkm.M 'kkgtgkukckn



tksu Ø

[kEHks

ydMh dk cksMZ

,elhch

ia[ks¼eh

Vja½¼ux½

¼ux½

¼ux½

### 2 1 1 1 1 uxj fuxe vkfQl### 3 xzhu ikdZ dkWyksuh 40 1 1 1 1 1

### 3 35 1 1 1 1 1

###3] 4 pkSdls uxj 40 1 1 1 1 1###3] 4 30 1 1 1 1 1

###3] 4 fiatksey /keZ'kkyk ds ikl 100 4 1 1 1 1

### 4 'kkfUr uxj Vadh 40 1 1 1 1 1

###4] 5 ';keyk th,lvkj 1 1 1 1

### 5 1 1 1 1

### 5 25 0 1 1 1 1

### 5 cj[ksM+h dyk Vadh 200 8 1 1 1 1

### 5 lwjt uxj Vadh 30 0 1 1 1 1### 5 xksjsxkao Vadh 30 0 1 1 1 1

### 30 1 1 1 1 1

### 6 50 1 1 1 1 1### 6 ueZnk Hkou ds ihNs 25 1 1 1 1 1

### 30 1 1 1 1 1

### i=dkj Hkou 90 2 1 1 1 1### 10 Cykd 89 ds lkeus 20 0 1 1 1 1

### 10 100 4 1 1 1 1

### 11 ehjk efUnj th,lvkj 1 1 1 1### 3 30 1 1 1 1 1### 10 1100 DokVZlZ

dqy 2295 61 60 60 60 60

bZnxkg fgy ty'kks/ku la;a= ds ikl

'kkldh; ek/;fed fo|ky;] Vhyk tekyiqjk

ckx eq¶rh lkgc dfczLrku dh Vadh



valy vikVZesaV ds ihNs bZ,lvkj


tokgj cky m|ku ¼tokgj pkSd ds ikl½ Vadh


5] 6] 7

iqfyl gkmflax cksMZ ¼ekuo laxzgky;½ Vadhcq) eB ds ikl] pwuk HkVVh

7] 10

Vh-Vh-uxj ds LVsfM;e ds ikl bZ,lvkj

7] 10

pkj beyh Vadh mPpLrjh; Vadh ifjlj


'kkjnk uxj eSnku] ukfj;y [ksM+k

estimate for electrical work at esr.xlsx

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