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OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK AT INFRONT GATE AT UPMANDI GHATTIYA DISTT UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 629.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 315.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 157.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 78.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 78.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 629.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 46.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 262.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1130.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 158.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 4.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer

KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board. Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK NEAR OPEN AUCTION PLATEFORM AT UPMANDI GHATTIYA DISTT UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 612.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 306.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 153.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 77.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 77.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 612.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 45.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 255.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1097.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 153.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 5.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board.

Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK AT WHEIGHING SPOT AT UPMANDI GHATTIYA DISTT UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 629.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 315.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 157.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 78.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 78.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 630.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 46.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but

excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 262.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1130.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 158.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 6.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board.

Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK AT NEAR GANESH TEMPLE INFRONT GODOWN AT MANDI UJJAIN DISTT

UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 629.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 315.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 157.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 78.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 78.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 629.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 46.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 262.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1130.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 158.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 4.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer

KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board. Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK BEHIND BHUMI VIKAS BANK AT MANDI UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 612.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 306.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 153.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 77.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 77.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 612.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 45.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but

excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 255.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1097.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 153.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 5.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board.

Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN DISTT UJJAIN

SCHEDULE OF QUANTITY CEMENT CONCRETE WORK AT EAST AND NORTH SIDE OF BHUMI VIKAS BANK MANDI UJJAIN DISTT UJJAIN.

S.No. Particulars Qty. Unit

I/1 Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300

[S.O.R. I/3.1] 629.00 cum I/2 Construction of embankment / subgrade with approved

material/selected soil having CBR>5 obtained from excavation of borrow pits.

S.O.R. I/3.3 315.00 cum I/3 Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section - 400.

for grading -II Material S.O.R. I/4.1 157.00 cum

I/4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density and as per relevant clauses of section - 400.

Grading - II 78.00 cum Using screening type- A (13.2mm Agg.)

S.O.R. I/4.3 (II) b Grading - III 78.00 cum Using screening type- A (13.2mm Agg.)

I/5 Transportation of Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8

[S.O.R. I 1.2 E] 630.00 cum I/6 Providing and laying RCC pipe 300 mm dia NP-4, for service

duct.

S.O.R. I/6.10 46.00 RM

I/7 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a contiuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section - 602 of specifications complete but

excluding cost of steel in dowel bar and tie rod etc.

S.O.R. I/6.3 262.00 Cum

I/8 Add extra in Item No. 6.3 & 6.7 above for the cost of steel in dowel bar and tie rod etc. required as per design.

Tor steel S.O.R. I/6.9 II 1130.00 Kg

I/9 Construction of Hard Shoulder with approved material/selected soil having CBR>12 i/c excavation all lifts & leads including grading to required shape and camber of 4% and compacting relevant clause of 400.

S.O.R. I 3.14 158.00 Cum I/10 Providing and laying plain / reinforcement cement concrete

in open foundation including form work shuttering etcl complete. PCC Grade M-15

S.O.R. I 1.6 A 6.00 Cum

Sub Engineer Secretary Asstt. Engineer Executive Engineer KUMS Ujjain KUMS Ujjain M.P. State Ag. Mkt. Board M.P. State Mktg. Board.

Div. Ujjain Sub Division Ujjain

OFFICE OF THE KRASHI UPAJ MANDI SAMITI, UJJAIN

Schedule estimate of maintenance of Cement Concrete pavement and B.T. Road at KUMS Ujjain

S.No. Particulars Qty. Unit

I/1 Providing and laying item take coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant

Clause of section - 500 (a) 0.35 Kg. per sqm cement concrete pavement 10200.00 Sqm

[S.O.R.I. 5.2 IV] (b) 0.30 Kg per. Sqm (drag and hungry BT Surface. 1200 Sqm

[S.O.R. I. 5.2 (ii)

I/2 Providing and laying levelling course / profile corrective course with bituminous

macadam with Hot mix plant using crushed aggregated of grading -I premixed with bituminous binder @ 3.1% transported to site laid over a previously prepared surface.

[S.O.R.I. 5.4] 34.20 Cum

I/3 Providing laying and rolling of close graded premix sufacing / mixed seal surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (type b) aggregated using pentration grade bitumen including PCC as a integral part of it to the required line, grade and level to serve as wearing course.

Type B aggregate with 60/70 bitumen [S.O.R.I. 5.21] 228 Cum

Sub Engineer Secretary Assistant Engineer

Assistant Engineer

KUMS Shajapur KUMS Ujjain M.P. State Agg. Mkt. Board Division Ujjain

Executive Engineer

M.P. State Agg. Mkt. board division Ujjain

ABSTRACT ESTIMATEABSTRACT ESTIMATEABSTRACT ESTIMATEABSTRACT ESTIMATE

Name of Work : Under Ground Electrification and cable mantinance work in Name of Work : Under Ground Electrification and cable mantinance work in Name of Work : Under Ground Electrification and cable mantinance work in Name of Work : Under Ground Electrification and cable mantinance work in Yard at Ujjain Mandi district ujjain Yard at Ujjain Mandi district ujjain Yard at Ujjain Mandi district ujjain Yard at Ujjain Mandi district ujjain

SOR SOR SOR SOR ---- FOR ELECTRICAL WORK IFOR ELECTRICAL WORK IFOR ELECTRICAL WORK IFOR ELECTRICAL WORK INFORCED FROM 01.04.2008NFORCED FROM 01.04.2008NFORCED FROM 01.04.2008NFORCED FROM 01.04.2008

S.No.S.No.S.No.S.No. ParticularsParticularsParticularsParticulars QtyQtyQtyQty perperperper RateRateRateRate AmountAmountAmountAmount

1

Supply of steel tubular pole swaged type as per IS:2713-1980 complete with baseplate and top Conopy. (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)

410 SP-34 (Bend type) 9.50 mtr 5 Each 8972.00 44860.00

410 SP-62-12.00 metre 4 Each 17328.00 69312.00

2

Supplying of angle/channel flat iron fitting for overhead lines such as cross arms, clamps, brackets, welding and other necessary materials as per specifications. (MP P(MP P(MP P(MP PWD (ELECT) WD (ELECT) WD (ELECT) WD (ELECT) S.O.R. 01/04/08 I/No. 34.58/ Page No. 64)S.O.R. 01/04/08 I/No. 34.58/ Page No. 64)S.O.R. 01/04/08 I/No. 34.58/ Page No. 64)S.O.R. 01/04/08 I/No. 34.58/ Page No. 64)

200 Kg 44.00 8800.00

3

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 mtres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including excavation and refilling etc as required. (4.55 bags of cement/cmt.) (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page No. 61)No. 61)No. 61)No. 61)

5 Each 1106.00 5530.00

4

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 mtres but not exceeding 13 metres in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including excavation and refilling etc as required. (4.55 bags of cement/cmt.) (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page No. 61)No. 61)No. 61)No. 61)

4 Each 1316.00 5264.00

5

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. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.1/ Page No. 48)33.1/ Page No. 48)33.1/ Page No. 48)33.1/ Page No. 48)

UNARMOURED 2 CoreUNARMOURED 2 CoreUNARMOURED 2 CoreUNARMOURED 2 Core

4 Sq. mm. (Heavy Duty) 400 Metre 42.00 16800.00

6 Sq. mm. (XLPE) 500 Metre 54.00 27000.00

ARMOURED 2 CoreARMOURED 2 CoreARMOURED 2 CoreARMOURED 2 Core

10 Sq. mm. (XLPE) 1000 Metre 123.00 123000.00

ARMOURED 4 CoreARMOURED 4 CoreARMOURED 4 CoreARMOURED 4 Core

10 Sq. mm. (XLPE) 1000 Metre 146.00 146000.00

25 Sq. mm. (XLPE) 350 Metre 245.00 85750.00

6

Laying of one number PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. direct in ground including excavation, sand cushioning, protective, covering and refilling the pit etc. as required. (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.1/ P(ELECT) S.O.R. 01/04/08 I/No. 33.13.1/ P(ELECT) S.O.R. 01/04/08 I/No. 33.13.1/ P(ELECT) S.O.R. 01/04/08 I/No. 33.13.1/ P---- No. 55)No. 55)No. 55)No. 55)

600 Metre 102.00 61200.00

7

Laying of one number additional PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. direct in ground including excavation, sand cushioning, protective, covering and refilling the pit etc. as required. ((((MP PWD (ELECT) S.O.R. 01/04/08 MP PWD (ELECT) S.O.R. 01/04/08 MP PWD (ELECT) S.O.R. 01/04/08 MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.4/ Page No. 55)I/No. 33.13.4/ Page No. 55)I/No. 33.13.4/ Page No. 55)I/No. 33.13.4/ Page No. 55)

400 Metre 65.00 26000.00

8

Laying of one number PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. in the existing RCC Hume/Stone/Ware/G.I. pipe as required. (MP (MP (MP (MP PWD (ELECT) S.O.R. 01/04/08 I/No. PWD (ELECT) S.O.R. 01/04/08 I/No. PWD (ELECT) S.O.R. 01/04/08 I/No. PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.7/ Page No. 55)33.13.7/ Page No. 55)33.13.7/ Page No. 55)33.13.7/ Page No. 55)

300 Metre 10.00 3000.00

9

Laying of underground cable armoured/unarmoured as per specification in air with approved type of iron clamps complete. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.2133.13.2133.13.2133.13.21/ P/ P/ P/ P---- No. 56)No. 56)No. 56)No. 56)

2/3/4 Core cable upto 16 Sq.mm. 600 Metre 18.00 10800.00

10

Supplying and installing G.I. pipe for protection of underground cable fixed on wall/support/in trench fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rpd for stiff pendent for ligjt liminaries/ fan/ protective for earthing, lightening conductor down strip/everhead service line/for submer cable or centrifugal pump for eater supply with necessary iron clamp coupler, bend, te, elbow,nuts and bolts, etc.complete in an approved manner as required to complete the job excluding cost of excavation/dismentalling & other finished masonary item complete. (MP (MP (MP (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.10/ PWD (ELECT) S.O.R. 01/04/08 I/No. 33.10/ PWD (ELECT) S.O.R. 01/04/08 I/No. 33.10/ PWD (ELECT) S.O.R. 01/04/08 I/No. 33.10/ Page No. 54)Page No. 54)Page No. 54)Page No. 54)

For 'B' Glass pipe ISI For 'B' Glass pipe ISI For 'B' Glass pipe ISI For 'B' Glass pipe ISI Marked (ISMarked (ISMarked (ISMarked (IS----1161116111611161----68)68)68)68)

50.00 mm 50 Metre 299.00 14950.00

11

Supplying and laying rigid PVC single socket end non metallic pipe ISI marked (IS4985-2000) class 5 for protection of underground cable or for water pump delivery side for water supply complete with necessary clamp coupler,band,tee,elbow etc. An approved manner exculding cost of excavation etc.(MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.11/ Page (ELECT) S.O.R. 01/04/08 I/No. 33.11/ Page (ELECT) S.O.R. 01/04/08 I/No. 33.11/ Page (ELECT) S.O.R. 01/04/08 I/No. 33.11/ Page No. 54)No. 54)No. 54)No. 54)

50.00 mm outside dia 100 Metre 74.00 7400.00

75.00 mm outside dia 75 Metre 160.00 12000.00

110.00 mm outside dia 100 Metre 337.00 33700.00

12

Supplying and erection of water tight terminal box of 14 SWG M.S. sheet 4mm thick box of required size to erect the suitable kitkat/MCB/Switch with Top & Bottom folded fitted with rubber ring to make it water right with pole clamp made from 40x3mm M.S. flat iron with 2 Nos. Nut and bolts duly painted with 2 coat of Red Oxide paint and 2 coat of Aluminium silver paint erected with cable gland but excluding the cost of the Kit. Kat/MCB/ Switch complete as per specification. (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 34.10/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.10/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.10/ Page (ELECT) S.O.R. 01/04/08 I/No. 34.10/ Page No. 60)No. 60)No. 60)No. 60)

30x20x15 Cms. 35 Each 323.00 11305.00

13

Supplying of ISM marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle, 10 KV value AC supply confirming to IS: 8828: 1996,IEC 60898:2002 but without enclosures. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 24.3/ Page No. 22)24.3/ Page No. 22)24.3/ Page No. 22)24.3/ Page No. 22)

SINGLE POLE (SP)SINGLE POLE (SP)SINGLE POLE (SP)SINGLE POLE (SP)

6 Amp yo 32 Amp Rating 100 Each 126.00 12600.00

FOR TRIPLE POLE & NEUTRAL (TPN)FOR TRIPLE POLE & NEUTRAL (TPN)FOR TRIPLE POLE & NEUTRAL (TPN)FOR TRIPLE POLE & NEUTRAL (TPN)

50 Amp yo 63 Amp Rating 10 Each 1271.00 12710.00

14

Supplying of MCB Isolators suitable for 240/415 Volts, 50 Hz AC supply with KA value rating 10 KA of of approved make confirming to IS : 13947 - Part III : 1993 & IEC : 06947 - :2001 (without enclosures) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /24.4 Page No. 23)S.O.R. 01/04/08 I/No. /24.4 Page No. 23)S.O.R. 01/04/08 I/No. /24.4 Page No. 23)S.O.R. 01/04/08 I/No. /24.4 Page No. 23)

Double PoleDouble PoleDouble PoleDouble Pole

40 Amps 40 Each 249.00 9960.00

15

Supplying 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) (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /24.5 P(ELECT) S.O.R. 01/04/08 I/No. /24.5 P(ELECT) S.O.R. 01/04/08 I/No. /24.5 P(ELECT) S.O.R. 01/04/08 I/No. /24.5 P---- No. No. No. No. 23)23)23)23)

4 way single door 35 Each 364.00 12740.00

6 way double door 10 Each 738.00 7380.00

16

Fixing of MCB / Isolator SP/DP in sheet steel enclosure as required as per accepted practice, including mountin gon basbar and cable connection etc.complete (Labour only) (MP (MP (MP (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /24.4.1 PWD (ELECT) S.O.R. 01/04/08 I/No. /24.4.1 PWD (ELECT) S.O.R. 01/04/08 I/No. /24.4.1 PWD (ELECT) S.O.R. 01/04/08 I/No. /24.4.1 PPPP---- No. 25)No. 25)No. 25)No. 25)

140 Each 2.00 280.00

17

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.(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----25/ I.No. 25/ I.No. 25/ I.No. 25/ I.No. 25.1)25.1)25.1)25.1)

25.5.1 to 24.5.4 45 Each 50.00 2250.00

18

Supplying, fixing, testing & commissioning wall / floor mounted LT Panel primer coated with two coat of enamel paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415V 3 phase, 50Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6mm for doors) with frame work of angle iron/channel/bolted type construction duly compartmentalised for incomer, bus, section, outgoings, cable alleys & CT, PT Ampere Meter, Volt Meter, selector switches, Frequency Meter, phase indicating lamps, energy Meter complete including cost of basbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, panel mounted Changeover switch/SFUs, etc as required but excluding cost of busbar tripes, Ampere Meter, Volt Meter, Selector switch as per approved design & specification. (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /26.15 Page (ELECT) S.O.R. 01/04/08 I/No. /26.15 Page (ELECT) S.O.R. 01/04/08 I/No. /26.15 Page (ELECT) S.O.R. 01/04/08 I/No. /26.15 Page No. 28)No. 28)No. 28)No. 28) 90 Kg 95.00 8550.00

19

Stragiht through cable jointing kit including compound hardner plastic mouldwith other accessories for the following alluminium conductor PVC insulated and PVC sheeated cable/XLPE of 1.1 kv grade (I.D/O.D) (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----51/ I.No. 33.5.1)51/ I.No. 33.5.1)51/ I.No. 33.5.1)51/ I.No. 33.5.1)

6-16 sqmm 2/3/3.5/4 core 10 Each 821.00 8210.00

20

Supplying of ISI marked on load Change over switches panel mouniting type confirming to IS:13947 (part I & III) with front operated 4 pole, 415 V with two earthing terminals if required. .(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----17/ 17/ 17/ 17/ I.No. I.No. I.No. I.No. 22.4)22.4)22.4)22.4)

200 Amps. (Open execution) 1 Each 8856.00 8856.00

21

Supplying of ISI marked and approved make of Moulded Case Circuit Breaker (MCCB) suitable for 3 phare, 3 pole, 50 Hz, 415 Volts, AC supply with respective interrupting capacity (KA) at 415 Volts cited against their range standard conforming to IS-8828. (MPPWD (Elect) SOR (MPPWD (Elect) SOR (MPPWD (Elect) SOR (MPPWD (Elect) SOR PPPP----21/ I.No. 24.1)21/ I.No. 24.1)21/ I.No. 24.1)21/ I.No. 24.1)

MCCB with Breaking Capacity 25 KV at 415 VMCCB with Breaking Capacity 25 KV at 415 VMCCB with Breaking Capacity 25 KV at 415 VMCCB with Breaking Capacity 25 KV at 415 V

Current Rating 25 to 200 Amps adjustable & 70% - 100% thermal and 5-10 times magnetic seting 2 Each 7800.00 15600.00

22

Supplying & fixing of ISI marked Porcelain Retireable type fuse carrier & base unit of approved make & confirming to IS:2086-1993 (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----20/ I.No. 22.15)20/ I.No. 22.15)20/ I.No. 22.15)20/ I.No. 22.15)

200 Amps. / 415 Volts 3 Each 708.00 2124.00

23

Earthing with G.I. Earth plate 600mm x 500mm x 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 metre long etc (but without charcoal or coke and salt) complete as required. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----44/ I.No. 32.3)44/ I.No. 32.3)44/ I.No. 32.3)44/ I.No. 32.3)

2 Each 2200.00 4400.00

24

Add Extra for using salt and charcoal/coke forG.I. Plate or copper plate earth electrode as required including excavation and refilling. ((((MPPWD (Elect) SOR PMPPWD (Elect) SOR PMPPWD (Elect) SOR PMPPWD (Elect) SOR P----44/ I.No. 32.5)44/ I.No. 32.5)44/ I.No. 32.5)44/ I.No. 32.5)

2 Each 472.00 944.00

25

Supplying and laying 6 SWG G.I. wire at 0.5 metre below ground level as conductor earth electrode including soldering etc as required. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----44/ I.No. 32.7)44/ I.No. 32.7)44/ I.No. 32.7)44/ I.No. 32.7)

10 metre 13.00 130.00

26

supplying and laying GI earth lead duly installed own wall or in GI pipe including connection etc. complete as required.(MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----46/ I.No. 32.36)46/ I.No. 32.36)46/ I.No. 32.36)46/ I.No. 32.36)

13 sqmm. (4 mm dia) 100 Metre 6.00 600.00

25sqmm. (5.6 mm dia) 400 Metre 10.00 4000.00

27

Primer coat with aluminium paint, brushing complete with material and labour including preparation of surface. (MPPWD (Elect) SOR (MPPWD (Elect) SOR (MPPWD (Elect) SOR (MPPWD (Elect) SOR PPPP----41/ I.No. 29.2.3)41/ I.No. 29.2.3)41/ I.No. 29.2.3)41/ I.No. 29.2.3) 100

Per Sq. mtr 19.00 1900.00

28

Supplying, fixing and testing of approved make of H.P. Sodium vapour side road lighting / main road lighting lantem consisting of single piece cast aluminium housing complete with all accessories suitable for tubular 70W/150W /250W/ HPSV lamp pot type high purity ALGLAS coated electromechanically bridghtended anodized aluminium reflector/with ripples embossing above the lamp, lamp holder, clear acrylic cover and 3/4 stainless steel toggle, ignitor and ballast, condensor (without lamp) i/c fixing with 32/38 mm dia G.I.pipe medium class of required length upto 2 mtr. for mounting on wall/existing pole/on existing "D" bracket i/c beneding the pipe to required shape and connections, including all material as required and suitable for. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----34/ 34/ 34/ 34/ I.No. 26.48)I.No. 26.48)I.No. 26.48)I.No. 26.48)

250 Watt 10 Each 4120.00 41200.00

29

Supplying, fixing and testing of approved make H.D. asymmetrical beam flood light fitting suitable for tubular single lamp consisting of cast aluminium housing "ALGLAS coated aluminium faceted reflector assly longhned glass cover, mounting bracket and aiming disc, seperate control gear box required for HPSV/M.H. Lamp (without lamp) including fixing and connection as required in position with all necessary material required.(MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----35/ I.No. 26.50)35/ I.No. 26.50)35/ I.No. 26.50)35/ I.No. 26.50)

400 Watt S.V. lamp/metal Halide with control gear box. 35 Each 4690.00 164150.00

30

Supplying, fixing and testing of SV lamp SON-T (tubular clear type) ISI marked of approved make as required as per specification (MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----29/ I.No. 26.20)29/ I.No. 26.20)29/ I.No. 26.20)29/ I.No. 26.20)

250 Watt 30 Each 580.00 17400.00

31

Supplying, fixing and testing of MH single lamp ended type ISI marked of approved make as required as per specification (MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----29/ I.No. 26.21.4)29/ I.No. 26.21.4)29/ I.No. 26.21.4)29/ I.No. 26.21.4)

400 Watt 35 Each 1325.00 46375.00

32

Supplying,fixing & testing of MPP condensor of approved make as required as specification.(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----29/ 29/ 29/ 29/ I.No. 26.17.8)I.No. 26.17.8)I.No. 26.17.8)I.No. 26.17.8)

33.00 mfd 35 Each 260.00 9100.00

Total 1104130.00

Add - Misc.& Contigencies 3% 33123.00

1137253.00

Say RsSay RsSay RsSay Rs.... 1137500113750011375001137500

Abstract EastimateAbstract EastimateAbstract EastimateAbstract Eastimate

Name of Work : Under Ground Electrification work in Sub Mandi Name of Work : Under Ground Electrification work in Sub Mandi Name of Work : Under Ground Electrification work in Sub Mandi Name of Work : Under Ground Electrification work in Sub Mandi Yard Panbihar Distt. Ujjain Yard Panbihar Distt. Ujjain Yard Panbihar Distt. Ujjain Yard Panbihar Distt. Ujjain

SOR SOR SOR SOR ---- FOR ELECTRICAL WORK INFORCED FROM 01.04.2008FOR ELECTRICAL WORK INFORCED FROM 01.04.2008FOR ELECTRICAL WORK INFORCED FROM 01.04.2008FOR ELECTRICAL WORK INFORCED FROM 01.04.2008

S.No.S.No.S.No.S.No. ParticularsParticularsParticularsParticulars QtyQtyQtyQty perperperper RateRateRateRate AmountAmountAmountAmount

1

Supply of steel tubular pole swaged type as per IS:2713-1980 complete with baseplate and top Conopy. (MP (MP (MP (MP PWD (ELECT) S.O.R. 01/04/08 PWD (ELECT) S.O.R. 01/04/08 PWD (ELECT) S.O.R. 01/04/08 PWD (ELECT) S.O.R. 01/04/08 I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)I/No. 34.3/ Page No. 58)

410 SP-34 (Bend type) 9.50 mtr 8 Each 8972.00 71776

2

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 mtres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation, base padding & muffing including excavation and refilling etc as required. (4.55 bags of cement/cmt.) ((((MP PWD MP PWD MP PWD MP PWD (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. 34.13/ Page No. 61)34.13/ Page No. 61)34.13/ Page No. 61)34.13/ Page No. 61)

8 Each 1106.00 8848

3

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. (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.1/ Page No. S.O.R. 01/04/08 I/No. 33.1/ Page No. S.O.R. 01/04/08 I/No. 33.1/ Page No. S.O.R. 01/04/08 I/No. 33.1/ Page No. 48)48)48)48)

UNARMOURED 2 CoreUNARMOURED 2 CoreUNARMOURED 2 CoreUNARMOURED 2 Core

4 Sq. mm. (Heavy Duty)

70 Metre 42.00 2940

ARMOURED 2 CoreARMOURED 2 CoreARMOURED 2 CoreARMOURED 2 Core

10 Sq. mm. (XLPE)

300 Metre 123.00 36900

ARMOURED 4 ARMOURED 4 ARMOURED 4 ARMOURED 4 CoreCoreCoreCore

10 Sq. mm. (XLPE)

50 Metre 146.00 7300

4

Laying of one number PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. direct in ground including excavation, sand cushioning, protective, covering and refilling the pit etc. as required. (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.1/ PS.O.R. 01/04/08 I/No. 33.13.1/ PS.O.R. 01/04/08 I/No. 33.13.1/ PS.O.R. 01/04/08 I/No. 33.13.1/ P---- No. No. No. No. 55)55)55)55)

200 Metre 102.00 20400

5

Laying of one number additional PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. direct in ground including excavation, sand cushioning, protective, covering and refilling the pit etc. as required. (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.4/ Page S.O.R. 01/04/08 I/No. 33.13.4/ Page S.O.R. 01/04/08 I/No. 33.13.4/ Page S.O.R. 01/04/08 I/No. 33.13.4/ Page No. 55)No. 55)No. 55)No. 55)

25 Metre 65.00 1625

6

Laying of one number PVC insulated and PVC sheated power cable of 1.1 KV grade of size not exceeding 25 sq.mm. in the existing RCC Hume/Stone/Ware/G.I. pipe as required. (MP PWD (ELECT) S.O.R. (MP PWD (ELECT) S.O.R. (MP PWD (ELECT) S.O.R. (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.13.7/ Page No. 55)01/04/08 I/No. 33.13.7/ Page No. 55)01/04/08 I/No. 33.13.7/ Page No. 55)01/04/08 I/No. 33.13.7/ Page No. 55)

30 Metre 10.00 300

7

Supplying and installing G.I. pipe for protection of underground cable fixed on wall/support/in trench fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rpd for stiff pendent for ligjt liminaries/ fan/ protective for earthing, lightening conductor down strip/everhead service line/for submer cable or centrifugal pump for eater supply with necessary iron clamp coupler, bend, te, elbow,nuts and bolts, etc.complete in an approved manner as required to complete the job excluding cost of excavation/dismentalling & other finished masonary item complete. (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 33.11/ Page No. 54)I/No. 33.11/ Page No. 54)I/No. 33.11/ Page No. 54)I/No. 33.11/ Page No. 54)

For 'B' Glass pipe ISI Marked (ISFor 'B' Glass pipe ISI Marked (ISFor 'B' Glass pipe ISI Marked (ISFor 'B' Glass pipe ISI Marked (IS----1161116111611161----68)68)68)68)

50.00 mm

20 Metre 299.00 5980

8

Suppliying & laying rigid PVC single socket end,non-metallic pipe ISI Marked(IS-4985-2000) class 5 for protection of under ground cable/or for water pump delivery side, for water supply complete with necessary clamp coupler, band, Tee, Elbow etc. in an approved manner excluding cost of excavation etc.

75.00 mm outside dia

10 Metre 160.00 1600

9

Supplying and erection of water tight terminal box of 14 SWG M.S. sheet 4mm thick box of required size to erect the suitable kitkat/MCB/Switch with Top & Bottom folded fitted with rubber ring to make it water right with pole clamp made from 40x3mm M.S. flat iron with 2 Nos. Nut and bolts duly painted with 2 coat of Red Oxide paint and 2 coat of Aluminium silver paint erected with cable gland but excluding the cost of the Kit. Kat/MCB/ Switch complete as per specification. (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/0S.O.R. 01/04/0S.O.R. 01/04/0S.O.R. 01/04/08 I/No. 34.10/ Page 8 I/No. 34.10/ Page 8 I/No. 34.10/ Page 8 I/No. 34.10/ Page No. 60)No. 60)No. 60)No. 60)

30x20x15 Cms. 8 Each 323.00 2584

10

Supplying of ISM marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle, 10 KV value AC supply confirming to IS: 8828: 1996,IEC 60898:2002 but without enclosures. (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) (MP PWD (ELECT) S.O.R. 01/04/08 I/No. 24.3/ Page No. S.O.R. 01/04/08 I/No. 24.3/ Page No. S.O.R. 01/04/08 I/No. 24.3/ Page No. S.O.R. 01/04/08 I/No. 24.3/ Page No. 22)22)22)22)

SINGLE POLE (SP)SINGLE POLE (SP)SINGLE POLE (SP)SINGLE POLE (SP)

6 Amp yo 32 Amp Rating 16 Each 126.00 2016

FOR TRIPLE POLE & NEUTRAL FOR TRIPLE POLE & NEUTRAL FOR TRIPLE POLE & NEUTRAL FOR TRIPLE POLE & NEUTRAL (TPN)(TPN)(TPN)(TPN)

50 Amp yo 63 Amp Rating 2 Each 1271.00 2542

11

Supplying of MCB Isolators suitable for 240/415 Volts, 50 Hz AC supply with KA value rating 10 KA of of approved make confirming to IS : 13947 - Part III : 1993 & IEC : 06947 - :2001 (without enclosures) (MP PWD (ELECT) S.O.R. 01/04/0(MP PWD (ELECT) S.O.R. 01/04/0(MP PWD (ELECT) S.O.R. 01/04/0(MP PWD (ELECT) S.O.R. 01/04/08 8 8 8 I/No. /24.4 Page No. 23)I/No. /24.4 Page No. 23)I/No. /24.4 Page No. 23)I/No. /24.4 Page No. 23)

Double PoleDouble PoleDouble PoleDouble Pole

40 Amps 8 Each 249.00 1992

12

Supplying 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) (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /24.5 (ELECT) S.O.R. 01/04/08 I/No. /24.5 (ELECT) S.O.R. 01/04/08 I/No. /24.5 (ELECT) S.O.R. 01/04/08 I/No. /24.5 PPPP---- No. 23)No. 23)No. 23)No. 23)

4 way single door 8 Each 364.00 2912

13

Fixing of MCB / Isolator SP/DP in sheet steel enclosure as required as per accepted practice, including mountin gon basbar and cable connection etc.complete (Labour only) (MP PWD (MP PWD (MP PWD (MP PWD (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. (ELECT) S.O.R. 01/04/08 I/No. /24.4.1 P/24.4.1 P/24.4.1 P/24.4.1 P---- No. 25)No. 25)No. 25)No. 25)

16 Each 2.00 32

14

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.(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----25/ I.No. 25.1)25/ I.No. 25.1)25/ I.No. 25.1)25/ I.No. 25.1)

25.5.1 to 24.5.4 8 Each 50.00 400

15

Supplying, fixing, testing & commissioning wall / floor mounted LT Panel primer coated with two coat of enamel paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415V 3 phase, 50Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6mm for doors) with frame work of angle iron/channel/bolted type construction duly compartmentalised for incomer, bus, section, outgoings, cable alleys & CT, PT Ampere Meter, Volt Meter, selector switches, Frequency Meter, phase indicating lamps, energy Meter complete including cost of basbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, panel mounted Changeover switch/SFUs, etc as required but excluding cost of busbar tripes, Ampere Meter, Volt Meter, Selector switch as per approved design & specification. (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 (MP PWD (ELECT) S.O.R. 01/04/08 I/No. /26.15 Page No. 28)I/No. /26.15 Page No. 28)I/No. /26.15 Page No. 28)I/No. /26.15 Page No. 28) 30 Kg 95.00 2850

16

Laying of underground cable armoured./ unarmoured as per specification in air with approved type of iron clamps complete.(MPPWD MPPWD MPPWD MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----56/ I.No. 33.156/ I.No. 33.156/ I.No. 33.156/ I.No. 33.13.21)3.21)3.21)3.21)

2 /3 / 4 Core cable upto 16 Sq.mm 20 mtr 18.00 360

17

Supplying of ISI marked and approved make of Moulded Case Circuit Breaker (MCCB) suitable for 3 phare, 3 pole, 50 Hz, 415 Volts, AC supply with respective interrupting capacity (KA) at 415 Volts cited against their range standard conforming to IS-8828. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----21/ I.No. 21/ I.No. 21/ I.No. 21/ I.No. 24.1)24.1)24.1)24.1)

MCCB with Breaking Capacity 25 KV MCCB with Breaking Capacity 25 KV MCCB with Breaking Capacity 25 KV MCCB with Breaking Capacity 25 KV at 415 Vat 415 Vat 415 Vat 415 V

Current Rating 25 to 100 Amps & 70% - 100% adjustable 1 Each 4082.00 4082

18

Supplying & fixing of ISI marked Porcelain Retireable type fuse carrier & base unit of approved make & confirming to IS:2086-1993 (MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----20/ I.No. 22.15)20/ I.No. 22.15)20/ I.No. 22.15)20/ I.No. 22.15)

100 Amps. / 415 Volts 3 Each 249.00 747

19

Earthing with G.I. Earth plate 600mm x 500mm x 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 metre long etc (but without charcoal or coke and salt) complete as required. ((((MPPWD (Elect) SOR PMPPWD (Elect) SOR PMPPWD (Elect) SOR PMPPWD (Elect) SOR P----44/ I.No. 44/ I.No. 44/ I.No. 44/ I.No. 32.3)32.3)32.3)32.3)

1 Each 2200.00 2200

20

Add Extra for using salt and charcoal/coke forG.I. Plate or copper plate earth electrode as required including excavation and refilling. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----44/ I.No. 44/ I.No. 44/ I.No. 44/ I.No. 32.5)32.5)32.5)32.5)

1 Each 472.00 472

21

Supplying and laying 6 SWG G.I. wire at 0.5 metre below ground level as conductor earth electrode including soldering etc as required. (MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----44/ I.No. 32.7)44/ I.No. 32.7)44/ I.No. 32.7)44/ I.No. 32.7)

30 metre 13.00 390

22

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. (MPPWD(MPPWD(MPPWD(MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----46/ I.No. 32.34)46/ I.No. 32.34)46/ I.No. 32.34)46/ I.No. 32.34)

0 Each 576.00 576

23

Primer coat with aluminium paint, brushing complete with material and labour including preparation of surface. (MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P(MPPWD (Elect) SOR P----41/ I.No. 41/ I.No. 41/ I.No. 41/ I.No. 29.2.3)29.2.3)29.2.3)29.2.3)

20

Per Sq. mtr 19.00 380

24

Supplying, fixing and testing of approved make of H.P. Sodium vapour side road lighting / main road lighting lantem consisting of single piece cast aluminium housing complete with all accessories suitable for tubular 70W/150W /250W/ HPSV lamp pot type high purity ALGLAS coated electromechanically bridghtended anodized aluminium reflector/with ripples embossing above the lamp, lamp holder, clear acrylic cover and 3/4 stainless steel toggle, ignitor and ballast, condensor (without lamp) i/c fixing with 32/38 mm dia G.I.pipe medium class of required length upto 2 mtr. for mounting on wall/existing pole/on existing "D" bracket i/c beneding the pipe to required shape and connections, including all material as required and suitable for. (MPPWD (MPPWD (MPPWD (MPPWD (Elect) SOR P(Elect) SOR P(Elect) SOR P(Elect) SOR P----34/ I.No. 26.48)34/ I.No. 26.48)34/ I.No. 26.48)34/ I.No. 26.48)

250 Watt 8 Each 4120.00 32960

25

Supplying, fixing and testing of SV lamp SON-T (tubular clear type) ISI marked of approved make as required as per specification (MPPWD (Elect) (MPPWD (Elect) (MPPWD (Elect) (MPPWD (Elect) SOR PSOR PSOR PSOR P----29/ I.No. 26.20)29/ I.No. 26.20)29/ I.No. 26.20)29/ I.No. 26.20)

250 Watt 8 Each 580.00 4640

Total 219804

Add 3% Contengincy Charges 6594

Grand Total 226398

Say Rs. 226500