Comparitive Statement

8/14/2019 Comparitive Statement

1/39

No of Correction .............No of Over writing ..............

TOWN MUNICIPAL COUNCIL, KAMPLI.

SCHEDULE-B

Head of A/c :-SFC 2009-10 Put tender Estimate cost:2.40.000-00

Sl No Description Unit Qty Rate in Figure Rate in Words

1

Cum 5.04 124.95

2

Cum 1.26 3021.90

3

Cum 3.78 1657.95

4

Cum 3.78 2826.00

Name of Work:- Construction of ladies Toilet at Ward No 17 in TMC, Kampli.

KSRB 2-2.1: Earthworkin surface excavation in hard soil forlevelling and lowering the ground manually (other than foundationof building culverts road drain and trenched of pipe linee and cable )and removing the excavated a stuff to a distance not exceeding 50mand lift upto 1.5m excavated surface levelled and neatly dresseddisposed earth to be levelled after breaking of clods and neatly

dressed as per specification One Hundred andtwenty four rupeesninty five paise

Providing and laying in position plain cement concrete of Nominalmix 1:4:8 using 40mm and down siae graded granite metal,machinemixed,concrete laid in layers not exceeding 15cms.thick,wellcompacted,in foundation and plinth, including cost of allmaterials,labour, HOM of machinery,curing complete as perspecifications Sl.No. 4.3 Page No.12

Three thousendtwenty one rupees

ninty paise

Providing and construction granite/traps/basalts/size stone masonryfoundation with cement mortar 1:6 bond stone at two m apart in

each course including cost of materials labour curing complete asper specification

One thousend sixhundred fifty seven

rupees nintyfive paise

Providing and construction granite/traps/basalts/size stone masonryin super structure with mud mortar 1:6 edges of stone chistledressed in course not less than 15cms high. Bond stone at two mapart in each course including cost of materials labour curingcomplete as per specification

Two thousend eighthundred twentysix

rupees


2/39

No of Correction .............

No of Over writing ..............

5

Cum 3.25 4040.40

6

Cum 19.43 4131.75

7

Cum 191.10 106.05

8

each 7.00 1096.20

9

Cum 10.50 247.80

Providing and laying in position plain cement concrete of Nominalmix 1:1.5:3 using 20mm and down siae graded granitemetal,machine mixed,concrete laid in layers not exceeding15cms.thick,well compacted,in foundation and plinth, including costof all materials,labour, HOM of machinery,curing complete as perspecifications Sl.No. 4.6 Page No.12 Four thousend fourty

rupees fourty paise

Providing and construction brunt brick masonry with approvedquality of non modular bricks of standerd size of class disignation50 (table moulded ) with cement mortar 1:4 for basement andsuperstructure including cost of materials labour chargesscaffolding curing complete as per specification

Four thousend onehundres thirtyone

rupees seventy fivepaise

Providing 15mm thick cement plaster in single coat with cement

mortar 1:4 to brick masonry including rounding off cornerswherever required smooth rendering providing and removingscaffolding including cost of materials labour curing complete as perspecification One hundred and six

rupees five paise

Providing and fixing white vitreous china clay water closet indiantype of size 580mm with footrests. 100 mm S or P trap cutting andmaking good the wall and floor wherever required including cost ofmaterial labour complete as per specifiaction One thousend nintysix

rupees twenty paise

Construction of embankment with approved Meterial grave/

murrum with all lifts ans lead s trasporting to site spreading gradingto required slope and completing to meet requirment table 300-2complete as per specification (Which includes cost of gravel /murrom watering charges and compaction by vibratory roller) P No132 Sl No 19.60

Two hundred fourtyseven rupees eighty

paise


3/39

No of Correction .............

No of Over writing ..............

10

Cum 30.45 215.25

11

sqm 11.02 2100.00

12

sqm 33.97 1473.15

13

sqm 26.25 373.80

Providing and fixing made PVC door frame of size 50x47 mm witha wall thickness of 5mm. Made out of extruded 5mm rigid PVCfoam sheet matered cut at corner and jointed 2 NO.s of 150mm long

brocket s of 15x15mm MS Square tube the entere door frame to bereinforced with 19x19mm MS Square tube of 19 gauge the doorframe to be fixed to the wall using MS Screws of 65/80 mm Sizecomplete as per manufactured specification and direction ofEngineer in charge. Two hundred fifteen

rupees twentyfivepaise

Providing and fixing 30 mm thick factory made rigid foam panelleddoor cutting shutters made from MS tube of 19x19mm 19gauge forstyles and 15x15 mm for top and bottom rails covered with heatmoulded prelaminated PVC channel of 5 mm thick sheet and 30x50mm wide to form styles and 5 mm thick and 75 mm wide

prelaminated PVC sheets for top rail lock rail and bottom rail oneither side adn 5 mm thick and 20mm wide Cross PVC sheet

prelaminated on either sidefitted in the MS frame sealed to the stylesand rails with PVC designer beading on either side and jointedtogether with solvent cement adhesive etc., complete as permanufactrurers specification

Two thousend onehundred rupees

Providing colour glazed tiles all sizes 10mm thick for flooring treadsof steps and landing laid on a bed of 12mm thick cement mortar 1:3mix flush pointing using white cement with matching colour

pigment including cost of materials labour curing complete as perspecification

One thousend fourhundred seventythreerupees fifteen paise

Providing and laying to required line and slope roofing withcorrugated asbestos cement sheet 6mm thick fixed with galvanisediron J or L hooks bolts and nuts 8mm L I plain and birumen washersover the existing purlins rafters and trusses including cost ofmaterials labours complete as per specification

Three thousendseventythree rupees

eighty paise


4/39


14

sqm 191.10 21.52

I/We Sri messer/s/________________________ (Contractor(s)registration No ____________in Class

I am ready to execute the work as per the following rates.

1

2

3 as per the estimated rates

kampli TMC, kampli.

Na me of contractor

pRoviding and applying one coat with oil bound washeble distemperof approved brand and shade on wall surfave to give an even shadeagter throughly brooming the surface free from all grease dirt. loose Twenty one rupees

fiftytwo paise

_______________________ % (in figure) ____________________________________percent(in words) above the estimate


Contracto Signeture Junier Engineer Chief Officer


5/39

Comparitive statement

Package No -2

Name of Work:- Providing laying of Cement Concrete Road at Ward No 1,2,3,4,5,7 for Package No-2 in TMC, Kampli.

Head Of The Account:- SFC 2009-10

Estimated Cost : 22.30.000-00 Put to tender Rs. 2206601-00

Description of Work Unit QuantityEst imate Rate K. Ranganayakulu N. Mallikarjuna Reddy

Figure Amount Figure Amount Figure Amount

1 2 3 4 5 6 7 8 7 8

1

Cum 674.42 124.95 84268.78 140.00 94418.80 124.95 84268.78

2

Cum 492.68 247.80 122086.10 260.00 128096.80 247.80 122086.10

3

Cum 334.38 3021.90 1010462.92 3300.00 1103454.00 3021.90 1010462.92

TOWN MUNCIPAL COUNCIL, KAMPLI.(BELLARY DISTRICT)

Sl.No.

Earthwork in surface excavation in Hardsoil for levelling and lowering the groundmanually ( other than foundation fobulilding colverts road drain s and trenchedof pipe lines and cables) and removing theexcavated struff levelled to a distance notexce

Construction of Road embankment with

approved Meterial grave/ murrum with allleft side trasporting to site spreadinggrading to required slope and completing tomeet requirment table 300-2 complete asper specification (Which includes cost ofgravel / m

Providing and laying in position plaincement concrete of Nominal mix 1:4:8using 40mm and down siae graded granitemetal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,well

compacted,in foundation and plinth,including cost of all materi


6/39

4

Cum 244.94 4040.40 989655.58 4400.00 1077736.00 4040.40 989655.58

Total 2206473.38 2403705.60 2206473.38

Providing and laying in position plaincement concrete of Nominal mix 1:1.5:3using 20mm and down siae graded granite

metal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,wellcompacted,in foundation and plinth,including cost of all mate

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7/39

Pacakage No 3



Estimate Cost 23.24.000-00 Put to Tender 2279881-00

Description of Work Unit QuantityEstimate Rate K. Ranganayakalu. N. Mallikarjuna Reddy


1 2 3 4 5 6 7 8 7 8

1

Cum 746.95 124.95 93331.40 124.95 93331.40 130.00 97103.50

2

Cum 509.50 247.80 126254.10 247.80 126254.10 250.00 127375.00

3

Cum 316.02 3021.90 954980.84 3021.90 954980.84 3200.00 1011264.00


Name of Work:- Providing laying of Cement Concrete Road at Ward No 9,10,11,12,14,18, for Package No-3 in TMC, Kampli.

Sl.No.


Construction of Road embankment withapproved Meterial grave/ murrum with allleft side trasporting to site spreadinggrading to required slope and completing tomeet requirment table 300-2 complete asper specification (Which includes cost ofgravel / m

Providing and laying in position plaincement concrete of Nominal mix 1:4:8using 40mm and down siae graded granite

metal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,wellcompacted,in foundation and plinth,including cost of all materi


8/39

4

Cum 273.55 4040.40 1105251.42 4040.40 1105251.42 4040.40 1105251.42

total 2279817.76 2279817.76 2340993.92



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9/39


Package No -4



Description of Work Unit Quantity

Estimate Rate K. Ranganayakalu L. Rangaswamy


1 2 3 4 5 6 7 8 7 8

1

Cum 340.80 124.95 42582.96 125.00 42600.00 124.95 42582.96

2

Cum 226.60 247.80 56151.48 260.00 58916.00 247.80 56151.48

3

Cum 136.32 3021.90 411945.41 3150.00 429408.00 3021.90 411945.41


Name of Work:- Providing laying of Cement Concrete Road at Ward No 19.20 for Package No-4in TMC, Kampli.

Sl.

No.



approved Meterial grave/ murrum with allleft side trasporting to site spreadinggrading to required slope and completing tomeet requirment table 300-2 complete asper specification (Which includes cost ofgravel / m

Providing and laying in position plaincement concrete of Nominal mix 1:4:8using 40mm and down siae graded granitemetal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,wellcompacted,in foundation and plinth,

including cost of all materi


10/39

4

Cum 113.60 4040.40 458989.44 4200.00 477120.00 4040.40 458989.44

Total 969669.29 1008044.00 969669.29



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11/39


Package No -5



Description of Work Unit QuantityEstimate Rate T. Veenugopal Krishna S. Bhaskar Reddy


1 2 3 4 5 6 7 8 7 8

1

Cum 259.14 159.60 41358.74 159.60 41358.74 159.60 41358.74

2

Cum 57.39 3021.90 173426.84 3021.90 173426.84 3021.90 173426.84

3

Cum 105.55 2361.45 249251.05 2361.45 249251.05 2361.45 249251.05

4

Cum 14.52 3453.45 50144.09 3453.45 50144.09 3453.45 50144.09


Name of Work:- construction Masonry drain in ward No 1.4.15. 11. for Package No 5 in TMC, Kampli.

Sl.No.

KSRB 2-2-2. Earthwork excavation for

foundation fo buildings, culverts, Watersupply, sanitary lines and electricalconduits either in pits or trenches 1.5m andabove in width in hard soil not exceeding 1.5m anin depth including dressing the bottom ands

KSRB 4-1.3: Providing and laying inposition plain cement concrete of mix1:4:8using 40mm and down size gradedgranite metal, machine mixed, concrete laidin layers not exceeding 15 cms, thick wellcompacted, in foundation and plinth,including cost of

Providing and constructinggranite/trap/basalt SIZE STONEMASONARY in foundation with mud martor1:6 stones hammered dressed in coursesnot less than 20cm high, bond stones at2mt. apart in each courses including cost ofmaterials labours curing, complete

KSRB 4-1.7: Providing and laying in

position plain cement concrete of mix 1:3:6using 20mm and down size graded granitemetal, machine mixed, concrete laid inlayers not exceeding 15 cms, thick wellcompacted, in foundation and plinth,including cost of a


12/39

5

sqm 234.60 101.64 23844.74 101.64 23844.74 101.64 23844.74

6

Cum 35.10 124.95 4385.75 124.95 4385.75 124.95 4385.75

7

Cum 23.40 247.80 5798.52 247.80 5798.52 247.80 5798.52

8

Cum 8.78 4040.40 35474.71 4090.40 35913.71 4040.40 35474.71

Total 583684.45 584123.45 583684.45

Providing 12mm thick cement plaster insingle coat with cement mortar 1:4, tostone masonry including rounding offcorners wherever required smoothrendering, :providing and removingscaffolding including cost of materials,

labour, curing complete as per


Construction of Road embankment withapproved Meterial grave/ murrum with allleft side trasporting to site spreading

grading to required slope and completing tomeet requirment table 300-2 complete asper specification (Which includes cost ofgravel / m

Providing and laying in position plaincement concrete of Nominal mix 1:1.5:3using 20mm and down siae graded granitemetal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,wellcompacted,in foundation and plinth,including cost of all mate

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13/39


Package No -6

Name of Work:- Construction of RCC Drain Both side at Ward No 6,15.16.17. for Package No 6 in TMC,Kampli.Head Of The Account:- SFC 2009-10


Description of Work Unit QuantityEstimate Rate K.Ranganayakulu T. Raghavendra


1 2 3 4 5 6 7 8 7 8

1

cum 649.34 159.60 103634.66 159.00 103245.06 159.60 103634.66

2

cum 57.16 3021.90 172731.80 3100.00 177196.00 3021.90 172731.80

3

cum 1104.20 222.60 245794.92 250.00 276050.00 222.60 245794.92


Sl.No.

KSRB 2-2-2. Earthwork excavation forfoundation fo buildings, culverts, Watersupply, sanitary lines and electricalconduits either in pits or trenches 1.5mand above in width in hard soil not

exceeding 1.5 m anin depth includingdressing the bottom and s

Providing and laying in position plaincement concrete of nominal mix1:2:4using 40mm and down siae gradedgranite metal,machine mixed,concretelaid in layers not exceeding15cms.thick,well compacted,infoundation and plinth, including cost of

all materi

Providing and removing centeringshuttering propping etc., and removal ofform work vertical surface such as wallsat any thickness including attached

pilasters buttresses plinth and stringcourses cost of all materials labourcomplete as per specificatio


14/39

4

cum 95.32 4539.15 432671.78 4600.00 438472.00 4539.15 432671.78

5

qtl 32.38 5342.40 172986.91 5400.00 174852.00 5342.40 172986.91

6

cum 85.20 247.80 21112.56 250.00 21300.00 247.80 21112.56

Total 1148932.64 1191115.06 1148932.64

Providing and laying in position plaincement concrete of nominal mix1:1:5:3 using 20mm and down siaegraded granite metal,machinemixed,concrete laid in layers notexceeding 15cms.thick,Vibrated for allworks in foundation plinth and ground

floor level

Providing mild Steel Reinforcement forR C C work including straightening,cutting,bending, hooking,placing,inposition, lapping and or welding whereverrequired,tying with binding wire andanchoring to the adjoining memberswherever necessary complete as

Formation of road embankment withapproved materials Gravel/Murrumwith all lift and leads transprorting to

site spreading grading to required slopeand compacting to meet requirmenttable 300-2 complete as perspecification (which includes cost ofgravel

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TOWN MUNICIPAL COUNCIL KAMPLI


15/39



SCHEDULE-B

Head of A/c :-SFC 2009-10 Put tender 319215-00 Estimate cost:4.00.000-00

Sl No Description Unit Qty Rate in Figure Rate in Words

1

Removing B.S.slab of Drain and stacking

sqm 1107.00 35.17

2 cum 453.60 159.60

3 cum 302.40 247.80

4Refixing stone slabs of drain and pointing in C.M (1:3)

sqm 1512.00 46.20

5 sqm 225.40 217.35



1

2


kampli TMC, kampli.

Na me of contractor

Name of Work:- Romoving and refitting of BS Slab flooring construction at Chamber pipeline in Ward NO 13,18 for Package NO 7in TMC Kampli

Thirtyfive rupees

seventeen paise

KSRB 2-2-2. Earthwork excavation for foundation fo buildings,culverts, Water supply, sanitary lines and electrical conduits eitherin pits or trenches 1.5m and above in width in hard soil notexceeding 1.5 m anin depth including dressing the bottom and s

One hundredfiftynine rupees

sixty paise .

Formation of road embankment with approved materialsGravel/Murrum with all lift and leads transprorting to site spreadinggrading to required slope and compacting to meet requirment table300-2 complete as per specification (which includes cost of gravel

Two hundredfourtyseven rupees

eighty paise

Fourtysix rupeestwenty paise

Providing granite slab of selected quality roughly dressed and fixedin cement mortor 10cms Thick including fixing curing etc.,complete

Two hundredseventeen rupeesthirtyfive paise





16/39



SCHEDULE-B

Head of A/c :-SFC 2009-10 Put tender 449081 Estimate cost 4.50.000-00

Sl NoDescription Unit Qty Rate in Figure Rate in Words

1 Cum 226.26 159.60

2 Cum 4.50 3021.90

3 Cum 13.50 2361.61

4 Cum 9.60 4040.40

5 Cum 23.40 1061.55

6 Cum 392.40 247.80

7 Cum 98.10 1077.30

Name of Work:- Formation of metal road and Bridge at ward No 22 Govt Primery School Poster Raja House in TMC kampli

KSRB 2-2-2. Earthwork excavation for foundation fo buildings, culverts,Water supply, sanitary lines and electrical conduits either in pits ortrenches 1.5m and above in width in hard soil not exceeding 1.5 m anindepth including dressing the bottom and s

One hundred fifty ninerupees sixty paise

KSRB 4-1.3: Providing and laying in position plain cement concrete ofmix 1:4:8using 40mm and down size graded granite metal, machine

mixed, concrete laid in layers not exceeding 15 cms, thick wellcompacted, in foundation and plinth, including cost of

Three thousendtwenty one rupees

ninty paise

Providing and constructing granite/trap/basalt SIZE STONEMASONARY in foundation with cement martor 1:6 stones hammereddressed in courses not less than 20cm high, bond stones at 2mt. apart ineach courses including cost of materials labours curing, comp

Two thousend threehundred sixty onerupees sixtyone

paise

Providing and laying in position plain cement concrete of Nominal mix1:2:4 using 20mm and down siae graded granite metal,machinemixed,concrete laid in layers not exceeding 15cms.thick,wellcompacted,in foundation and plinth, including cost of all materi

Four thousend fourtyrupees fourty paise

Providing and laying rubble stone pitching in cement mortar 1:3 includingcost of all materials labour curing complete as per specification P No 207I NO 35.30 DSR NO 2008-09

One thousendsixtyone rupeesfiftyfive paise

Construction of Road embankment with approved Meterial grave/ murrumwith all left side trasporting to site spreading grading to required slope andcompleting to meet requirment table 300-2 complete as per specification(Which includes cost of gravel / m

Two hundred fourtyseven rupees eithty

paise

Contruction of granular sub base by providing closing graded material

mixing in a mechanical mix plant atOMC. Carriage of mixed material towork site spreading in uniform layers with motor grader on preparedsurface and compacting with bibratory power rol

One thousend

seventyseven rupeesthirty paise


17/39




1

2


kampli TMC, kampli.

Na me of contractor





18/39


Package No -9

Name of Work:- Construction of RCC deck slab at ward No 10 & Bridge at Ward No 23 in TMC Kampli.


Estimated Cost : 6.00.000-00 Put to tender Rs. 549117.95

Description of Work Unit QuantityEstimate Rate T. Gopal Krishna N. Mallikarjuna Reddy


1 2 3 4 5 6 7 8 7 8

1

cum 119.97 159.60 19147.21 159.60 19147.21 160.00 19195.20

2

cum 15.84 917.70 14536.37 917.70 14536.37 1000.00 15840.00


Sl.No.

KSRB 2-2-2. Earthwork excavation forfoundation fo buildings, culverts, Watersupply, sanitary lines and electrical conduitseither in pits or trenches 1.5m and above in

width in hard soil not exceeding 1.5 m anindepth including dressing the bottom andsides of pits and trenches stacking theexcavated soil clear from edges ofexcavation with lead upto 50m after breakingof colds complete as per specificationspecification P No 5 INo 2.4

Providing and filling in foundation withgranite/trapbroken metal 100 m and downsize with approved sand including hand

pakcing, ramming, watering, including costof all materials and labour with all lead andlift complete as per specification P no 6 I no2.15 PWD DSR 2009-10


19/39

3

cum 8.27 3021.90 24991.11 3021.90 24991.11 3100.00 25637.00

4

cum 18.94 3223.50 61053.09 3223.50 61053.09 3500.00 66290.00

5

cum 4.30 4040.40 17373.72 4040.40 17373.72 4200.00 18060.00

6

cum 23.53 3223.50 75848.96 3223.50 75848.96 3300.00 77649.00

KSRB 4-1.3: Providing and laying in position plain cement concrete of mix1:4:8using 40mm and down size gradedgranite metal, machine mixed, concrete laidin layers not exceeding 15 cms, thick wellcompacted, in foundation and plinth,including cost of all materials, labour, HOMof machinery, curing complete as perspecifications No. KBS 4.1,4.2. PNo 12 INo 4.3

Providing and constructinggranite/trap/basalt SIZE STONEMASONARY in foundation with cementmartor 1:6 stones hammered dressed in

courses not less than 20cm high, bond stonesat 2mt. apart in each courses including costof materials labours curing, complete asspecifications P NO 21 I No 5.6

Providing and laying in position plaincement concrete of Nominal mix 1:2:4 using20mm and down siae graded granitemetal,machine mixed,concrete laid in layersnot exceeding 15cms.thick,well

compacted,in foundation and plinth,including cost of all materials,labour, HOMof machinery,curing complete as perspecifications Sl.No. 4.6 Page No.12

Providing and constructinggranite/trap/basalt size STONEMASONARY in superstructure with cementmartor 1:4 edges of stone chistle dressed in

courses not less than 15cm high, bond stonesat 2mt. apart in each courses including cost

of materials labours scaffolding curing,complete as per specification P No 22 INo5.13


20/39

7

cum 21.08 5328.75 112330.05 5328.75 112330.05 5500.00 115940.00

8

cum 20.00 5342.40 106848.00 5342.40 106848.00 5500.00 110000.00

9

cum 90.60 291.90 26446.14 291.90 26446.14 300.00 27180.00

10

cum 67.17 101.64 6827.16 101.64 6827.16 110.00 7388.70

Providing and laying in position Reinforcedcement concrete of nominal mix 1:1:2 with20mm and down size graded granite metal,machine mixed, concrete laid in layers notexceeding 15 cms thick, vibrated for allworks in foundation plinth and ground floorlevel for roff slab staircase lintles retainingwalls, return walls, walls ( any thickness)including attached plasters, columns, piers,abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain windowcills, fillets etc., including cost of allmaterials, labour, HOM of machinery,curing, complete as per specifications.Specification P No 12 I No 4.10

Providng mild steel reinforcement for RCCwork including straightening cutting bendinghooking placing in position lapping andwelding wherever required tying withbending wire and anchoring to the adjoiningmombers wherever necessary complete as per design ( laps and wastage shall not be

Providing and removing centering shtteringstrutting propping etc., and removal of formwork for flat surface such as suspendedfloors roofs landing balconies and likes

thickness upto 200mm including cost of allmaterials labour complete as perspecifiaction P No 14 I No 4.29

Providing 12mm thick cement plaster insingle coat with cement mortar 1:4, to stonemasonry including rounding off cornerswherever required smooth rendering,:providing and removing scaffoldingincluding cost of materials, labour, curingcomplete as per specifications. P.No. 97.

I.No. 15.22.


21/39

11

cum 13.50 1061.64 14332.14 1061.64 14332.14 1100.00 14850.00

12

cum 280.00 247.80 69384.00 247.80 69384.00 250.00 70000.00

549117.95 549117.95 568029.90

Providing and laying rubble stone pitching incement mortar 1:3 including cost of allmaterials labour curing complete as perspecification P No 207 I NO 35.30 DSR NO2008-09


approved Meterial grave/ murrum with allleft side trasporting to site spreading gradingto required slope and completing to meetrequirment table 300-2 complete as perspecification (Which includes cost ofgravel / murrom watering charges andcompaction by vibratory roller) P No 132 Sl

No 19.60

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22/39



SCHEDULE-B

Package No 10

Head of A/c :-SFC 2009-10 Put tender 4.75.268-00 Estimate cost 4.80.000-00


1 Cum

226.80 159.602 Cum

567.00 247.803 Cum

141.75 1077.304 Cum

141.75 1029.00



1

2


kampli TMC, kampli.

Na me of contractor

Name of Work:- Formation of metal road at ward No 8 S.N. Pet Govt School area, in TMC kampli

Earthwork in surface excavation in Hard soil for levelling and lowering theground manually ( other than foundation fo bulilding colverts road drain sand trenched of pipe lines and cables) and removing the excavated strufflevelled to a distance not exce One hundred fifty nine

rupees sixty paise

Construction of Road embankment with approved Meterial grave/ murrumwith all left side trasporting to site spreading grading to required slope andcompleting to meet requirment table 300-2 complete as per specification(Which includes cost of gravel / m

Two hundred fourtyseven rupees eithty

paise

Contruction of granular sub base by providing closing graded materialmixing in a mechanical mix plant atOMC. Carriage of mixed material towork site spreading in uniform layers with motor grader on preparedsurface and compacting with bibratory power rol

One thousendseventyseven rupeesthirty paise

Contruction of granular sub base by providing closing graded materialmixing in a mechanical mix plant atOMC. Carriage of mixed material towork site spreading in uniform layers with motor grader on preparedsurface and compacting with bibratory power rol

One thousend twentynine rupees





23/39


Package No -11

Name of Work:- Construction of of Drain and pootpath pavemant right side of Ambedkar circle to Valmiki Circle in TMC Kampli



Description of Work Unit QuantityEstimate Rate S Pedda Pulla Reddy G. Murulidhara Reddy


1 2 3 4 5 6 7 8 7 8

I RCC BUILT UP DRAIN

1

Cum 450.00 113.61 51124.50 115.00 51750.00 113.61 51124.50

2

Cum 34.00 3194.10 108599.40 3200.00 108800.00 3194.10 108599.40


Sl.

No.

KSRRB 2900-3.1 : Earthwork excavation forfoundation trenches in drains and channels in ordinary

soil not exceeding 2 m. in depth including dressingthe bottom and sides of trenches, stacking theexcavated soil clear from edges of excavationincluding disposal of surplus soil as directed with allleads cost of labour complete as per specifications.Specifications. No. KSRB 300-1, 300-4 MOSTSpecification No. 304

KSRRB 2900-4.3 : Providing and laying in position

plain cement concrete M15 mix with stoneaggregate 20 mm and down size infoundation upto a depth of 2 m. belowground level and upto a height of 1.5 m.above ground level machine mixed, concretelaid in layers not exceeding 15 cms. thickwell compacted, cost all materials, labour,


24/39

3

Cum 128.00 4396.35 562732.80 4500.00 576000.00 4396.35 562732.80

4

Sqm 1200.00 166.95 200340.00 200.00 240000.00 166.95 200340.00

5

q 103.00 5845.35 602071.05 6000.00 618000.00 5845.35 602071.05

6

NO 500.00 891.00 445500.00 1000.00 500000.00 891.00 445500.00

II FOOTPATH 0.00 0.00 0.00

KSRB 4.2.2: Providing & laying in position

reinforced cement concrete of nominal mix1:1.5:3 with 20 mm and down size gradedgranite metal, mahcine mixed, concrete laidin layers not exceeding 15 cms thick,vibrated for all works in foundation plinthand ground floor level for roof slabs,

staircase, lintles, retaining walls, returnwalls, walls (any thickness) includingattached plasters, columns, piers, abutments, pillars, posts, struts, butterresses, string orlacing courses, parapets, coping, bed blocks,anchor blocks, plain windows cills, filletsetc., including cost of all materials, labour,HOM of machinery, curing, complete as perspecifications No. KBS 4.1, 4.6

KSRB 4-6.4 : Providng and removing centering,shuttering strutting, propping etc., and removal of

form workfor vertical surface such as walls atany thickness, including attached pilasters, buttresses, plinth and string courses cost ofall materials, labour complete as perSpecification No. KSB 4.6.2

KSRRB 2900-6.2 : Providing and fabricating TMT

Steel reinforcement bars includingstraightening, cutting bending, hooking,placing in position, lapping and / or weldingwherever required, tieing with binding wire,anchoring to the adjoining memberswherever necessary, as per design (laps,hooks and wastage shall not be measuredand paid) including cost of all materials,labour, HOM of machineries complete as per

Providing and fixing Precast RCC Coverwith M-20 grade (Size : 900X

600x100mm) etc.complete.Spec.Asdirected by Engg in charge.


25/39

1

Cum 150.00 39.90 5985.00 50.00 7500.00 39.90

2

Rmt 500.00 480.20 240100.00 500.00 250000.00 480.20 24

3

Cum 138.00 3598.35 496572.30 4000.00 552000.00 3598.35 49

4

Cum 9.00 3958.50 35626.50 4000.00 36000.00 3958.50 3

5

Sqm 500.00 93.19 46595.00 100.00 50000.00 93.19 4

KSRRB 300-1.1 : Earthwork excavation bymanual means in ordinary soil involving anaverage horizontal throw upto 2 meters and anaverage lift upto 0.5 m, excavated surfacelevelled and sides neatly dressed, the disposedearth to be levelled neatly after breaking of clods

complete as per specifications.Specifications No. KRBS 300-1 MORTHSpecification No. 301 to 305

Supplying and Fixing P.C.C. Precast M-20 gradeconcrete kerb stone of size 500x450x150 mmthick at site, fixing P.C.C. to bed of 150mm thickfilling the joints in C.M. 1:3 pointing to exposedface of concrete kerb stone including curing,painting etc.complete.Spec.As directed byEngg.-in charge.

Providing and constructing burnt brick masonrywith approved quality of modular bricks ofstandard size of class designation 50 ( tablemoulded ) with cement mortar 1:6 for basementand superstructure including cost ofmaterials,labour charges,scaffolding,curingcomplete as per specifications NO.KBS 6.2.3

KSRB 4.2.1 : Providing and laying in position

reinforced cement concrete of nominal mix1:2:4 with 20mm and down size graded granitemetal , machine mixed,concrete laid in layers notexceeding 15cms thk.vibrated for all foundationplinth and ground floor level for roofslabs,staircase,lintels,retaining walls returnwalls,walls ( any thicknesses )including attachedplasters,columns,piers,abutment,pillars,posts,struts,buttersses,string, or lacing cource,parapetescoping,bed block,anchor blocks,plain windowcills,fillets etc.,including cost of allmaterials,labour,HOM of machinery,curing

complete as per specifications.Specification No.KBS 4.1 , 4.6

KSRB 15-5.1 : Providing rough cement plastering15 mm thk.in single coat with cement mortar 1:4to brick masonry for base of dadoing works withsand of approved quality, providing andremoving scaffolding including cost of


26/39

6

Sqm 1000.00 768.60 768600.00 800.00 800000.00 768.60 768600.00

Total 3563846.55 3790050.00 3563846.55

Providing and fixing 60mm thick Interlockingunishape concrete paver (monolithic singlelayer precast concrete blocks) of grey cementcoloured having average crushing strength of 35N/mm2 as per technical specification, placed onaverage thickness of 45 mm uniformly gradedriver sand cushioning with properly compactedwith mechanical compactor with required level,

grade and camber etc. complete Spec.Asdirected by Engineer-in-charge.

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27/39


,

SCHEDULE-B

Package No 18

Head of A/c :-SFC 2009-10 Put tender Estimate cost 1.00.000-00

Sl NoDescription Unit Qty Rate in Figure Rate in Words1 Cum 6.55 154.35

2 Cum 3.97 4536.77

3 Sqm 21 90.82

4 Sqm 41.59 124.8

5 Sqm 105.4 98.22

Name of Work:- construction Jum Building in TMC Complex in TMC Kampli

Dismantling of existing structures like culverts bridges ratainingwall and other structure comprising of masonry. Cementconcrete.wood work, steel work, including T&P and scaffoldingwherever necessary sorting the dismentaled material, dispolas ifunserviceble material and stacking the serviceble materials with alllifts and lead of 1000 metres complete as per specificationdismentling brick/ tile work. A. in lime mortar.

One hundred fifityfour rupees

thirtyfive paise

Providing and construction brunt brick masonry with approvedquality of modular bricks of standerd size of class disignation 75

(Machine moulded wirecut bricks) with cement mortar 1:3 for basement and superstructure including cost of materials labourcharges scaffolding curing complete as per specification

four thousend fivehundred thirtysix

rupees seventysevenpaise

Providing and fixing MS grill work for windows and ventilatorsweighing 21kg/sqm using MS flats. Or MS square rods, orcombination MS flats and square rods as per approved designdreawing including cutting steel section asd welding the same torequired pattern with a coat or red lead primer cost of materialsfuxtures labour and HOM of machinary complete as perspecification

ninty rupeeseightytwo paise

Providing 18m m thick cement plaster in single coat with cementmortar 1:3 to brick masonry including rounding of corners whereverrequired smooth rendering : Providing and removing scaffoldingincluding cost of amterials labour curing complete as perspecifications

One hundredtwentyfour rupes

eighty paise

Providing and applying enamel metal paint one coats (excludingpriming coat) on over new steel of other metal surface brushing togive an even shade ofter cleaning oil, grease, dirt and other foringmatter including cost of materials labours, complete as perspecification

ninty eight rupeestwentytwo paise

6 Sqm 157.99 53.33Providing and applying two coats with oil bound washable Fiftythree rupees


28/39




1

2


kampli TMC, kampli.

Na me of contractor

distemper fo approved brnd and shade on wall surface includingpriming coat with distemper primer after throughly brooming thesurface free from mortar drops and other forign matter includingpreparing the surface even and sand paper smooth cost of materialslabour complete as per specification

thirtythree paise






29/39


SCHEDULE-B

Head of A/c :-SFC 2009-10 Put tender Estimate cost 4.65.000-00


1 Cum 179.55 102.00

2 Cum 11.40 766.00

3 m 380.00 287.00

4 No 380.00 558.00

5a No 5.00 8734.00

Name of Work:- Providing UGD line for Old housing Board Colony in Kampli Sugar Factry i n TMC, Kampli.

KSRB 2-2-1. Earthwork excavation for foundation fo buildings,culverts, Water supply, sanitary lines and electrical conduits either

in pits or trenches 1.5m and above in width in Ordinary Soil notexceeding 1.5 m anin depth including dressing the bottomand sides of pits and trenches stacking the excavated soilclear from edges of excavation with lead upto 50m after

breaking of colds complete as per specification

One hundred tworupees

KSRB 2.6: Providing and Filling sand in foundation upto plinth torequired depth for sub soil treatment including watering rammingwith lead upto 50m and lift upto 1.5m complet as per specificationsNo. KBS 2.10.2No.4.3

Seven hundredsixtysix rupees

KSRB 12-2.5: Providing and laying in position plain cementconcrete of mix 1:4:8 using 40mm and down size graded granitemetal, machine mixed, concrete laid in layers not exceeding 15 cms,thick well compacted, in foundation250.mm internal diamate

Two hundred eightyseven rupees

Providing and laying in position to required to level or slope 230mm Internal diameter salt glazed stoneware pipes grade a and jointing with stiff mixtere of cement mortar in proportion of 1:1

testing of pipes and joints including cost

Five hundredfiftyeight rupee

Constraction brick masonry circular type manhole 0.91 m internaldia at bottom 0.91 m deep and 0.56m at top with table moulded nonmodular bricks of 50 class disignation 50 in cement mortar 1:4inside cement plastered 12mm thick with cement

Eight Thousendseven hundred

thirtyfour rupees

b No 5.00 12896.00Constraction brick masonry circular type manhole 0.91 m internaldia at bottom 1 67 m deep and 0 56m at top with table moulded non

Twele thousendrupees eight


30/39


6 Cum 174.55 41.00 Fourty one rupees



1

2


kampli TMC, kampli.

Na me of contractor

dia at bottom 1.67 m deep and 0.56m at top with table moulded nonmodular bricks of 50 class disignation 50 in cement mortar 1:4inside cement plastered 12mm thick with cement

rupees eighthundred nintysix

rupees

Refilling available earth a round pipe lines, cables in layers notexceeding 20cms in depth com pacting each deposited layer byremming after watering with lead upto 50m and lift upto 1.5mincluding cost of all labour complete as per specification





31/39


Comparitive Statement

Pacakage No 18

Particulars

Weight Pices Estimated Price Venugopal Krishna N. Mallikarjuna Reddy

Rate Rate

1 Peck Deck 60 kg 30000.00 33000.00 30000.00

2 100kg 30000.00 33000.00 30000.00

3 High lat pulley 80 kg 29000.00 32000.00 29000.00

4 Seated rowing pulley 80kg 29000.00 31000.00 29000.00

5 Leg curl & leg extension 60kg 29000.00 31000.00 29000.00

6 Biceps curl 50kg 28000.00 30000.00 28000.00

7 Deltoid flexor 80kg 32000.00 34000.00 32000.00

9 Chinning Machine 80kg 30000.00 33000.00 30000.0010 Wrist curl 40kg 20000.00 22000.00 20000.0011 Pull over lateral flexor 80kg 32000.00 34000.00 32000.00

Non Weight stations

1 Bench press parallel 1 10000.00 11000.00 10000.00

2 1 11000.00 12000.00 11000.00

Name of Work: fixing of Jum instruments in TMC Complex in TMC Kampli

S.No

Rate Perkg

Totalweight

Bench Press(Parallel &incline)

Bench press incline withsupport platform

4 Hack squat 1 27000 00 29000 00 27000 00


32/39

4 Hack squat 1 27000.00 29000.00 27000.005T-Bar 1 10000.00 11000.00 10000.00

6 Hyper extension 1 9000.00 10000.00 9000.00

7 Bar stand 1 9000.00 10000.00 9000.00

8 1 11500.00 12500.00 11500.00

9 1 11000.00 12000.00 11000.00

10 Ab-king pro 1 10000.00 11000.00 10000.00

11 1 11000.00 12000.00 11000.00

12 Adjustable bench 1 10000.00 11000.00 10000.00

13 Weight rack 1 8600.00 9000.00 8600.00

14

1Dumbles 1 k 1 85 8 8 680.00 700.00 680.00

1Dumbles 2 k 2 85 8 16 1360.00 1500.00 1360.00

1Dumbles 2.5 k 2.5 85 8 20 1700.00 2000.00 1700.00

1Dumbles 3 k 3 85 8 24 2040.00 2100.00 2040.00

1Dumbles 3.5 k 3.5 85 8 28 2380.00 2500.00 2380.00

1Dumbles 5 k 5 85 6 30 2550.00 2700.00 2550.00

Dumbles 6k 6 85 4 24 2040.00 2200.00 2040.00

Double twister (Sitting &standing )

Abdominal board leglocking & ladder type

Vertical knee raise &parallel bar

Dumbbells (per kg.Rs75.00)


33/39

15 10000.00 11000.00 10000.00

17

Plates 2.5 80 10 25 2000.00 2100.00 2000.00Plates 5 80 10 50 4000.00 4200.00 4000.00

Plates 7.5 80 8 60 4800.00 5000.00 4800.00Plates 10 80 6 60 4800.00 5000.00 4800.00Plates 15 80 4 60 4800.00 5000.00 4800.00

21 2000 2 4000.00 4200.00 4000.00

22 3ftarbells 2000 3 6000.00 6500.00 6000.00

23 4ft Barbells 2500 3 7500.00 8000.00 7500.00

24 5ft Barbells 3000 3 9000.00 10000.00 9000.00

25 6ft Barbells 3500 4 14000.00 15000.00 14000.00

26 Dumbbells stand \ (12 dumbbells ) 17000 3 51000.00 55000.00 51000.0027 Gym Chair 7500 2 15000.00 17000.00 15000.0028 Gym Bench 11500 2 23000.00 25000.00 23000.0029 Sony Home theater 10000 1 10000.00 11000.00 10000.00

Total 609750.00 661200.00 609750.00

Barbells (plated) (per FtRs 250

Weight (per kg. Rs.70.00)

Barbells (Olympicsleeve) 3ft z bar

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zsgU AdgwU z.

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34/39


Package No -15

Name of Work:- Construction of SC/ST additional work in TMC, Kampli.


Estimated Cost : 6.50.000-00 Put to tender Rs.

Description of Work Unit QuantityEstimate Rate S. Sampath Kumar Reddy K Chandra Mohan Reddy


1 2 3 4 5 6 7 8 7 8

1

Cum 11.55 4040.40 46666.62 4040.40 46666.62 4100.00 47355.00

2

Sqm 146.70 2318.40 340109.28 2318.40 340109.28 2400.00 352080.00

3

Sqm 17.77 3527.85 62689.89 3527.85 62689.89 3600.00 63972.00


Sl.No.

Providing and laying in position plaincement concrete of Nominal mix 1:1.5:3using 20mm and down siae graded granitemetal,machine mixed,concrete laid inlayers not exceeding 15cms.thick,wellcompacted,in foundation and plinth,including cost of all materials,labour,HOM of machinery,curing complete as perspecifications Sl.No. 4.6 Page No.12

Providing and laying flooring using greygranite water cut/gang saw 19mm thickgranite laid over existing flloor in CM 1:4at 20mm thick and painted with white /gey pigment tec complete

Providing and fixing iin position anodizedaluminium windows and ventilators as perapproved drawing with sliding shuttersusing four track window frame of size122.2x31.75 mm for bottom section 1.1mm thick weight 1.205 kg/m sides andtops section 1.2 mm thick weight 1.093kg/m. shutter section comprising top and bottom section of size 40x18 mm wallthickness 1.25mm. weight 0.417kg/m.shutter side outer 40*18mm wall thickness

4 Providing and construction brunt brickith d lit f


35/39

Cum 0.82 4131.75 3388.04 4131.75 3388.04 4200.00 3444.00

5

Sqm 7.20 106.05 763.56 106.05 763.56 110.00 792.00

6

Sqm 73.20 1473.15 107834.58 1473.15 107834.58 1500.00 109800.00

Total 561451.97 561451.97 577443.00

masonry with approved quality of nonmodular bricks of standerd size of cementmortar 1:4 for basement andsuperstructure including cost of materialslabour charges scaffolding curing completeas per specification

Providing 18mm thick cement plaster in

single coat with cement mortar 1:4 to brick masonry including rounding offcorners wherever required smoothrendering providing and removingscaffolding including cost of materialslabour curing complete as per specification

Providing colour glazed tiles all sizes 10mm thick for flooring treads of steps andlandings laid on a bed of 12mm thickcement mortar 1:3 mix flush pointingusing white cement with matching colourpigment including cost of materials labour

curing complete as per specification

F Eg Uvzgg .P. ZAz gr. Eg Pq ZzsgU vP z, .J. Av Pig gr. Eg Pq

vP zsgU z, Pgt .J. Av Pig gr.Uvzgg Pr Ez, zsgU AdgwU z.

QjAi

CAiAvgggs

PAiiAiPA.

CzsPggs PAiiAi

PA.

S

PjUgs

PAiiAiPA.



36/39

SCHEDULE-B

Package No 17

Head of A/c :-SFC 2009-10 Put tender - 22480-00 Estimate cost 2.50.000-00


1 Mtr 220 270.00

2 Mtr 40 350.00

3 No 2 1200.00

4 Ltrs 4000 5.04

5 No 2 21600.00

Name of Work:- Sinking of Borewell and Submarsible pumpset motor connection to SC/ST Computer training centerand ladies tailering center. In TMC Kampli.

Sinking borewell of 150mm dia clear using superfast hydraulic rigof capacity 250 mm PSIG & above 900 CFM & above in all start including 0.00

to 50.00mt. 50.00 ot 100.00 mt 100.00 to 150.00 mt 150.00 to and above

Two hundredseventy rupees

Cost of 150mm dia ERW PVC Pipewith collars ( as per market rate )

Three hundred fiftyrupees

Geophysical investigation of site for sinking borewell for supplying drinking

water to the habitation

One thousend two

hundred rupees

Supply water storage tanks made og virgin polymer (LDPE) with two layersouter blank or blue and inner white layer of approved quality and make.Vonfirming of ISI/ISO/SSI specification Pno 234 I No 37.59 PWD DSR 2009-10

five rupees fourpaise

Supply and delivery at site new TREXMO/ AROMA/ LUMI/FLOTECH make SHP10 stages of suitable HP deep well submersible pumpset suitable for verticalinstallation in 150mm dia borewell comprising of multi stages pump coupledspeed totally enclosed and filled with pure drinking water (Wet type) squiredcage submersible induction motor suitable for oparetion on 3ph 50Hz 380 /440

volts AC supply fitted with required accessories such as suction casingsuction strainer and guard non return valve etc., complete the pump and motorshall from on intergral unit with all the required fittingsPUMP: the submersible pump conforming to the latest IS 8043 1989) shallcomprise of the followinga) bowl assembly with required number of closed grained c ast iron castingshydraulically tested with its inner passage smooth finished and coated withzinc chrome to ensure better efficiency and less wear. every stage bowl shallbe provieded with a brnze wear ring.b) mixed folw "or" radial flow inpeller shall be made of bronze and shalll bebalanced both statically and dynamicallly.

Twentyonethousend six

hundred rupees

6 No 2 5816.00Combiend speicification of meter board until and panel board unit are detailedabouve for out door installation housed in a box of site 12000x90000x450 mm

Five thousend eighthundred sixteen


37/39

7 Mtr 150 45.00 Fourtyfive rupees

8 Mtr 70 69.30

9 Mtr 30 70.00 Seventy rupees

10 No 2 165.00

11 No 2 725.00

12 No 2 650.00

13 No 2 6950.00

14 No 2 275.00

machanical strong vermn froog and water proff the appearance vermin of theunit shall have detachable door and two no's spring loaded leaths lockingdevices with kes labs should be provided with door canopy apron and lavetryventilation shalll provided complete unit comprising of all the above

rupees

Supply and delivery of brand new best pro insulated cable of 1fat 3 core ofnominal cross sectional area 1.5,2.5 and 4mm as per SI 694/1990 with latestamendments with ISI mark service from panel board under gournd cable topumpset

All conections supplying brand new PVC insulated sheet steel / wire / stell /trap abounded variable with pre/oout door sheeting 1.1 KV as per IS 1558/88with amendments with ISI mark from KEB pole ti meter bound unit of thefollowing sizes services line from panel bound to electrical pole.

Sixtynine rupeesthirty paise

Erection a bore ground level GI pipes 40 mm dia clamps bolt nuts VG cable 10

mtrs Rs 70.00/ Rmt

GI Pipe clamps bell nuts UC cable new bestmake presure guage bounded typethe site with ISI mark

One hundredsixtyfive rupees

Supply and delivery of brand new KIRLOSKAR / MAYUR / UPADHAYA of anyother board approved make suitable size bronze metal gate valve as perrelevant IS Specification

Seven hundredtwenty five rupees

Supply and delivery of brand new KIRLOSKAR / MAYUR / UPADHAYA of anyother board approved make suitable size bronze metal non return valve as perrelevant 778

Six hundred fifityrupees

Supply and delivery at site brand star/ Essen/ lotus / sun shines / adarsh / GKcontrolbests. Indegeneous make combined energy meter -cum- control panalbourd unit of size 1200x600x350 mm minimum mechanically strong vermin andwater proof the unit shall have two detachable doors suitable for operation on3 Ph 50 Hz 380/440 volts. AC Supply with spring loaded latch locking devicewith a key ribs should be provided in side the door canoy spron and louversventilators shall be provided the combined energy meter - cum - control panelboard unit suitable for operation on 3 ph 50Hz 380/440 volts

Six thosuend ninehundred fifty rupees

supplying laying jointing testing and commisssions of GI pipes conforming IS

1239- 1990 with latest amendmnets including fixing collars elbows tees bendsgland cocks and other fittings with cuts and threads wherever necessaryincluding conveying the materials to workspot including testing for watertightness with all lead 50 mm dia

Two hundred

seventy five rupees

15 mm 120 206.80Erection of pumpset including aligning and balancing with all necessarycrection materials and labour including supply and erection of one pairsupports clamps one borewell cap Cable clips with bolts nuts valve gauges

Two hundred sixrupees eighty paise


38/39


16 Mtr 80 104.00

17 No 2 460.00

18 Mtr 80 208.55

19 Cap sealers 5 KVR x 160 No 2 800.00

20 Circuit breakes No 2 500.00 five hundred rupees

21 No 2 375.00



1_______________________ % (in figure) ____________________________________percent(in words) above the estimate rates

2_______________________ % (in figure) ____________________________________percent(in words) above the estimate rates


kampli TMC, kampli.

supports clamps one borewell cap. Cable clips with bolts nuts valve gaugesetc., invalved in the job

LAYING OF MAIN CABLEa) labour charge for layig the cable above ground excluding the cost of calbeb) labour charge for layig the cable in tench including digging of tranch 0.5mtrs wide 0.6 mtrs depth and refilling and consolidationc) labour charge for layig the cable in GI pipe of 2.9mm thick 40 mm dia. withnecessary clamps bolts nuts washers etc.,

One hundred fourrupees

EARTHING: Supplying fixing and wiring for ground ing circuits IC sutouts andother equipments on the meter board GI pipes clectrode 2.9 mm thick 40mmdia . 2.5 mtrs length having 16 though holes of 12mm dia staggereed along the300 mm dia pit the pit should be filled with alternative layers of salts andchorcoal in 150mm thick layers alround the electrode to the complete depth.

Four hunred sixtyrupees

Supply and delivery of ISI marks 50 mm 2"c'' class GI pipes 30 mtrs @ Rs208.55 rmt

Two hundred eightrupees fiftyfive paise

Eight hundredrupees

Erection of panel board and meter board unit with all necessary materials andlabour including providing cement concrete foundation bed etc., completeoutdoor type

three hundredseventy five rupees


Na me of contractor


39/39


Documents

Comparitive Statement