Senthil Final

8/8/2019 Senthil Final

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ALAGAMPATTY TWO CLASS ROOM,SCEINCE LAB IN DINDUGUL DIST

DATA

SNo. Quanty Unit DESCRIPTION Rate Per Amount

I MORTAR

CEMENT MORTAR

1 C.M. 1:1

1440 KG CEMENT 4731.50 MT 6813.36

1.00 SAND FOR MORTOR 377.50 377.50

1.00 MIXING CHARGES 32.65 32.65

Rate for 1 Cum 7223.51

2 C.M. 1:1.5

960.00 KG CEMENT 4731.50 MT 4542.24

1.00 SAND FOR MORTOR 377.50 377.50



3 C.M. 1:2

720.00 KG CEMENT 4731.50 MT 3406.68

1.00 SAND FOR MORTAR 377.50 377.50



4 C.M. 1:3

480.00 KG CEMENT 4731.50 MT 2271.12

1.00 SAND FOR MORTAR 377.50 377.50



10 3608.00 20566.60 #REF!

6 C.M. 1:5

288.00 KG CEMENT 4731.50 MT 1362.67

1.00 SAND FOR MORTAR 377.50 377.50



1

1.00 26.35 26.35

1.00 Add 100% extra for narrow trenches as per S.I.No. 26.35 26.35

0.33 Refilling the sides of Foundation with exc. Earth. 11.10 3.70

56.40

3

9.00 Broken stone Jelly - 40mm size 675.30 6077.70

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

M3 m3

Earth work excavation for FOUNDATION in all soils andsub-soil to full depth as may be directed except in hard

rock requiring blastering and as directed.

m3

Earth work excavation in all soils average rate of S,INo,50&62 ie(Rs21.1+Rs31.6)/2

m3

m3 m3

m3 m3

Rate for 1 m 3

CEMENT CONCRETE 1:5:10 (One cement Fine sand &Ten hard broken stone) using 40mm. Gauge hard brokenstone jelly for FOUNDATION, etc. including dewateringwherever necessary, laid in layers not more than 15cm.Thick etc., compacting, curing, complying with standard

specification and directed.

m3 m3


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4 RANDUM RUBBLE masonry in cement mortar 1:5 (onecement and five sand) including simultaneous pointing forthe following complete complying with standardspecifications for foundation & basement.


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10.00 Rough stone for masonry 377.30 3773.00

1.00 Bond stone 475.30 475.30

3.40 Cement mortar 1:5 1772.82 6027.59

7.10 Nos Mason I class 195.00 Each 1384.50

10.60 Nos Mason II class 175.00 Each 1855.00

14.10 Nos Mazdoor I class 123.00 Each 1734.30

14.10 Nos Mazdoor II class 111.00 Each 1565.10

l.s Sundries 0.00

16814.79

Rate for 1 cum 1681.50

5

1 Cu.m Labour charges 11.10 Cu.m 11.10

6

1 Cu.m Cost of filling sand 377.5 Cu.m 377.50

1 Cu.m Filling charges 9.9 Cu.m 9.90

387.40


1 Cu.m Cost of WELL GRAVEL 114.00 Cu.m 114.00

1 Cu.m Filling charges 11.10 Cu.m 11.10

125.10


7

1380.00 Nos Country bricks of size 83/4"x41/4"x23/4" 2615.50 000 no 3609.39

0.708 Cement morter 1:5 1772.82 1255.16




4.0 Nos Mazdoor II class 111.00 Each 444.00Total for 100 cft 6099.55

2155.30

a FOR SUPER STRUCTURE IN G.F

1.00 For foundation & basement 2155.30 2155.30

1.00 Add Extra for Ground floor 22.30 22.30


b FOR SUPER STRUCTURE IN F.F

1.00 For Ground Floor 2177.60 2177.60

1.00 Add Extra for First floor 44.75 44.75

Rate for 1 cum 2222.35b FOR SUPER STRUCTURE IN S.F

1.00 For I Floor 2222.35 2222.35

m3 m3

m3 m3

m3 m3

Total for 10 m 3

FILLING in basement with EXCAVATED soil in layers of15cm thick, well rammed watered and compactedcomplete complying with standard specifications and asdirected.

FILLING in basement with river sand in layers of 15cmthick, well rammed watered and compacted completecomplying with standard specifications and as directed.

FILLING in basement withWELL GRAVEL in layers of15cm thick, well rammed watered and compactedcomplete complying with standard specifications and asdirected.

Brickwork in CM 1:5 (one cement and fivesand) usingCOUNTRYbricks of size 83/4"x41/4"x2.3/4" includingcuring etc. complete complying with standardspecification for.100cft

m3 m3

M 3 M 3

M 3 M 3

M 3 M 3

M 3 M 3

M 3 M 3


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27895.64

2789.60

11

9.00 Hard broken stones 20mm gauge 895.30 8057.70

4.50 Sand 377.50 1698.75

3231 kg Cement 4731.50 M.T 15287.48




10.00 Vibration charges 26.60 266.0032448.33

3244.80






1.00 For Ground Floor 3278.45 3278.45

1.00 Add Extra for First floor 67.15 67.15


FOR SUPER STRUCTURE IN S.F

1.00 For I Floor 3345.60 3345.60

1.00 Add Extra for II floor 67.15 67.15


12

1.00 Qtl Cost of steel 36031.50 MT 3603.15

0.01 Qtl Binding wire 38.50 Kg 38.50

3.50 Nos Fitter I class for bending and tying 169.00 Each 591.50

Rate For 1Qtl. 4233.15

4233.20

13

9 00 Broken stone Jelly 40mm size 675 30 6077 70

Total for 10 m 3

Basic Rate for 1 m 3

CEMENT CONCRETE 1:2:4 (one cement and two sandand four aggregate using 20mm) size hard machinebroken granite stone jelly for RCC items of works

excluding cost of Reinforcement and fabrication chargescentering And shuttering but including proper vibrationcuring as directed by Corporation offices and completecomplying with standard specification for Foundation andBasement.

m 3 m 3

m 3 m 3

m3

m3

Total for 10 m 3

Basic Rate for 1 m 3

M 3 M 3

M 3 M 3

M 3 M 3

M 3 M 3

M 3 M 3

M 3 M 3

Supplying, fabricating and placing in position steelreinforcement using mild steel or ribbed Tar steel for allreinforced cement concrete works as per the designgiven including cost of steel, binding wire, straightening

the rods, if they are supplied in coils welding rods of diaabove 25mm in all floors etc., complete complying withstandard specification. The welding should conform toBIS.

FLOORING with a bed of cement concrete 1:5:10 (onecement five sand and ten aggregates using 40 mm sizehard broken stone jelly including ramming, curing etc.

complete (the top should be left rough to receive the floorfinish) and to the required slope.

m3 m3


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14

112.000 Nos Ceramic tiles of size 305X305X6 mm 30.00 Each 3360.00

0.100 Cement Mortar 1:3 2681.27 268.13

4.000 Kg White Cement 19.00 Kg 76.001.100 Nos Mason I class 195.00 Each 214.50



3.300 Nos Mazdoor I I class 111.00 Each 366.30

5089.53

509.00

15

a

500.00 Nos Cost of Glazed Tiles 10x20cm 6.00 Each 3000.00

0.10 Cement mortar (1:2) 3816.83 381.68

4.00 Kg White cement 19.00 Kg 76.00

LABOUR FOR LAYING





4563.08

456.30

16

LABOUR FOR POINTING22 kg White cement & colour pigment 20.00 kg 440.00

1.6 No. Mason-II 175.00 No. 280.00

0.5 No. Mazdoor-I 123.00 No. 61.50

Total 781.50

Main Data10.5 Sq.m. KOTTA GREEN SLAB 300.00 Sq.m 3150.00

0.21 Cum CM 1:3 2681.27 Cum 563.07

1.1 No. Mason-I 195.00 No. 214.50

1.1 No. Mason-II 175.00 No. 192.50

2.2 No. Mazdoor-I 123.00 No. 270.60

2.2 No. Mazdoor-II 111.00 No. 244.20

10 m2 Pointing with white cement & colour pignent 78.15 1sqm 781.50

Hire charges for polisher L:S 50.00

Temp. EB conncection charges LS 40.00

Cost of polishing stone LS 85.001 No. Polisher 151.00 Each 151.00

2 2 No Mazdoor II 111 00 Each 244 20

Flooring with ceramic tiles of size 30 x 30 x 6 mm of bestquality set in cement mortar 1:3, 20mm thick and pointedwith white cement etc., complete complying with std.Specification.

m 3 m 3

Total for 10 m2

Rate for 1 m2

Dadooing with best quality glazed tiles of size 10x20cm,set in cement mortar 1:2, 10mm thick and pointing withwhite cement using 0.40 Kg/m2 with Standardspecification

m3 m3

Total for 10 m2

Rate for 1 m2

Supplying, Laying in position of fully polished KOTTAGREEN SLAB flooring laid over base layer of cementmortar 1:3 (one cement and three sand) 20mm thick andpointing the joints to full depth of KOTTA GREEN SLABslab with cement mixed with white cement etc andmachine polishing and with required polishing materialsso as to make it perfectly smooth and shaining in allfloors as directed by Corporation officers etc., completecomplying with standard specification.


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17 WEATHERING COURSE concrete using best qualifybroken brick jelly of size 20mm uniform gauge in pureslaked lime (no sand to be used) over the RCC. Roofslab, the proportion of brick jelly to lime being 32:12.5 byvolume laid over in a single layer to an average thicknessof 8.5cm and consolidated to the required slope andfinished thickness by beating the concrete with wooden

beaters of approved pattern, keeping the surfaceconstantly wet by sprinkling lime jaggery water as perstandard specification etc. complete as directed by thecorporation officer.


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12.80 Brick Jelly (20mm gauge) 380.00 4864.00

5.00 Slaked lime 689.65 3448.25

1.80 Nos Mason I Class 195.00 Each 351.00



12405.45

LS Sundries LS

12405.45

1240.50

18

0.04 Cement Mortar 1:3 2681.27 107.25

2.20 Nos Mason II Class 175.00 Each 385.00



subtotal 675.85

Main Data

189 Nos Pressed Tiles of Size 230mm X 230mm X 20mm 8562.60 000 No 1618.33

0.12 Cement Mortar 1:3 2681.27 321.75

10 Pointing with Cement Mortar 1:3 67.59 675.85

1.10 Nos Mason I st Class 195.00 Each 214.50

2.10 Nos Mason II nd Class 175.00 Each 367.50

2.20 Nos Mazdoor Category I 123.00 Each 270.60

1.10 Nos Mazdoor Category II 111.00 Each 122.10

3590.63

1.54 Kg WPC 35.00 Kg 53.90

3644.53

364.50

1380.00 Nos Country bricks of size 8.3/4"x4.1/4"x2.3/4" 2615.50 000 no 3609.39

0.708 Cement mortar 1:3 2681.27 1898.341 Nos Mason I class 195.00 Each 195.00

2 Nos Mason II class 175.00 Each 350.00

2 Nos Mazdoor I class 123.00 Each 246.00

4 Nos Mazdoor II class 111.00 Each 444.00

Total for 100 cft 6742.73







1.00 For Ground Floor 2404.90 2404.90

m3 m3

m3 m3

Total for 10 m3

Rate for 1 m3

Finishing the top of roof with one course of MACHINEPRESSED TILES of size 23cm x 23cm x 2cm ofapproved quality laid in cement mortar 1:3 (One cementand three sand ) 12mm thick mixed with water proofingcompound confirming to BIS at 2% by weight of cementused and the top pointed with the same water proofingcompound mixed cement mortar etc. complete complyingwith standard specification.

Sub Data Pointing with Cement Mortar 1:3 - 10 m2

m3 m3

m3 m3

m 2 m2

Total for 10 m2

Rate for 1 m2

Brickwork in CM 1:3 (one cement and Three sand) usingCountry bricks of size 8.3/4"x4.1/4"x2.3/4" includingcuring etc. complete complying with standardspecification for.

m3 m3

M 3 M 3

M 3 M 3

M 3 M 3


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a) Foundation & Basement

1.125 Brick Work in C.M.1:3 2382.60 2680.43

1 No. Extra Mason I class 195.00 Each 195.00

2875.43

287.50

a) Ground Floor

1.125 Brick Work in C.M.1:3 2404.90 2705.51

1 No. Extra Mason I class 195.00 Each 195.00

2900.51

290.10

b) First Floor

1.125 Brick Work in C.M.1:3 in first Floor 2449.65 2755.86

1.00 No. Extra Mason I class 195.00 Each 195.00

2950.86

295.10

c) Second Floor

1.125 Brick Work in C.M.1:3 in Second Floor 2494.40 2806.20

1.00 No. Extra Mason I class 195.00 Each 195.00

3001.20

300.10

20

a) 25 mm thick

Labour charges for making mould

0.5 No. Carpenter-I 190.00 Each 95.00

0.25 No Mazdoor-I 123.00 Each 30.75

Total for 1 cft. 125.75


Take a slab of size 1Mx0.45M

0.0019 Cum Cost of T.w. Scantling below 2m 65400 Cum 124.26

0.0019 Cum Labour charges for making mould 4443.46 Cum 8.61

for 25 uses 132.87

Rate for one use 5.31

Main Data

0.011 cum CC 1:2:4 2789.60 Cum 30.69

1 use Cost of Mould 5.31 Use 5.31

Finishing LS 1.50

Rate for 0.45 sq.m. 37.50

Rate for 1 sq.m. 83.33

Rate for 25mm thick slab 83.30

50mm thick (add 100% of 25mm tk. Slab rate) 166.60

21

m3 m3

Total for 10 m2

Rate for 1 m2

m3 m3

Total for 10 m2

Rate for 1 m2

m3 m3

Total for 10 m2

Rate for 1 m2

m3 m3

Total for 10 m2

Rate for 1 m2

Supply fixing and neat finishing of precast reinforcedcement concrete slab of the following thickness withcement concrete 1:2:4 (one cement two standard fourmachine broker stone 10 to 12 mm etc excluding the costof reinforcement frill in position etc complete complyingwith standard specifications.

SPECIAL CEILING Plastering and finishing the exposedsurface of RCC items of work such as slabs, beams,bottom of sunshades, etc. with CM 1:3 (one cement and

three sand) 10mm thick including hacking the surfaces.The rate is to include the cost of providing cement mortarborder for sunshades and staircase steps etc. as directed


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0.14 Cement mortar (1:3) 2681.27 375.381.10 Nos Mason Iclass 195.00 Each 214.50



773.48

77.30

22

0.14 Cement mortar (1:5) 1772.82 248.20

1.10 Nos Mason Iclass 195.00 Each 214.50



646.30

64.60

23

0.07 Fine screened shell lime 890.00 62.30




subtotal 703.50

LS L.S 3.80

707.30

7.10

24

10 m2 7.10 m2 71.00

10 m2 Add - For Colouring Pigment(50% of above rate) 3.55 m2 35.50

106.50

10.65

25


0.25 Nos Painter I Class 157.00 Each 39.250.25 Nos Mazdoor I Class 123.00 Each 30.75

0.40 Nos Mazdoor II Class 111.00 Each 44.40

Plastering with CEMENT MORTAR 1:3, (one cement andthree sand) 12mm THICK in all floors including provisionof cement mortar bands and raised plastering fordoorways wherever required and as directed without anyextra claim complying with standard specification and asdirected.

m3

m3

Total for 10 m 2

Rate for 1 m 2

Plastering with CEMENT MORTAR 1:5, (one cement andfive sand) 12mm THICK in all floors including provision ofcement mortar bands and raised plastering for doorwayswherever required and as directed without any extraclaim complying with standard specification and as

directed.

m 3 m 3

Total for 10 m 2

Rate for 1 m 2

WHITE WASHING TWO COATS with best shell lime inall floors complying with standard specification and asdirected.

m 3 m 3

Gum,conjee water or prickly pear juice including 'necessaryfirewood and brushes

Rate for 100m 2

Rate for 1m 2

Colour wahsing two coats over one coat of white washingusing approved colour pigments etc complete

Rate for"White washing Two coat"

Total for 100m 2

Rate for 1 m 2

CEMENT PAINTING two coats with approved cementpaint over cement plastered wall surface, ceiling andother new surface over one coat of primer includingcleaning preparing the surface and curing etc completecomplying with standard specification.


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26

1 Sqm 2700 sqm 2700.00

27

1 Sqm 2700 Sqm 2700.00

28

1 Sqm 2625 Sqm 2625.00

29

1 Kg 50.8 Kg 50.80

30

Manufacturing and fixing of single leaf doors made our ofMS angles of size 750mm x 2100mm x 40 x 40 x 6mm forframe and MS angles of 35x35x6mm for shutter Frame18 SWG CR sheet of good quality in the welded to theframes of the shutter suitable stiffner with 40 x 4mm MSflat shall be provided at the rear side of the shutter 5 Nosof Cross braces, one No of bottom piece, 6 Nos of hold

fast, 3 Nos hinges, suitabl locking arrangements, shall beprovided at appropriate places and one coat of redoxideprimer given for MS materials. The rate includes cost ofall materials labour and freight.

Supplying&fixing 30mm thick solid core PVC doorshutter with PVC FRAME with 100mm thickpanelling

Supplying and fixing of steel windows, the frame being

made of "Z" section ( F.7B-IS7 452 of 1982) and Mullionsof "J" section (F-7B-IS 7452 of 1982) shutter frame with"Z" section (F-7BIS 7452 of 1982). Each shutter will notexceed a width of 0.60m. The shutters are individual andeach one of them can be operated independently 2 Nos.of heavy hinges and 1 No of handle - cumlatch of specialtype shall be fixed for each opeanble shutter and suitableopening is left for easy - operation. One numberadjustiable window stay with fixing bracket of sufficientlength will be provided for each opeanble shutter. 6 Nos.of hold lasts of sufficient length will be welded to theframes at appropriate places, MS - square bars of 10mmsize will be welded to the inner face of the window atequal intervals not exceeding 10cm between them 18gauge MS sheet will be used for a panels with properpacking. The shutters are to open outside. All Msmembers will be printed with one shop coat of red oxideprinter as directed by the corporation officers. The costincludes transport to the site,

work, loading un-loading and all other incidental chargesetc. complete.

Fabrication conveying and fixing miled steel ornamental

grill gate in four panels, and two panel fixed and theintermediate openable and generally as per the sketchenclosed made out of 25mm sq.mtr with suitablegudgleon pin arrangements to support the gate. The rateis inclusive of all materials welding and both foes,grinding filling necessary locking arrangements on bothsides dismantling the masonry, RCC with cementconcrete after fixing the hinges and redoing thedismantled portions to the original position, etc. completewith one coat of red oxide primer and as directed by theCorporation Officers. In case of dispute the version of theofficers is final and binding on the contractor.

Fabrication conveying & fixing MS protective cover made


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1.1 Nos Painter-I 157 172.70

Brush, putti, emery sheet etc. 6.60

Rate for 10 sq.m. 623.30

Rate for one sq.m. 62.30

32

3 RM Cost of 100mm dia PVC pipe 140.00 RM 420.00

1 No Cost of 100mm dia PVC shoe 60.00 No 60.00

1 No Cost of 100mm dia PVC bend 75.00 No 75.00

2 Nos Special clamps 10.00 Nos 20.00

1 No Plumber-I 169.00 No 169.00

Rate for 3m length 744.00

Rate per one meter 248.00

34

0.22 Cement mortar (1:3) 2681.27 589.88

2.20 Nos Mason Iclass 195.00 Each 429.00



2.11 Kg WPC 2% 35.00 Kg 73.92

1509.50

150.90

35

Cost of mould (size 1.20X 0.6m)0.04 Cum Cost of TW 65400.00 Cum 2720.64

0.04 Cum Wrought and put up 4443.46 Cum 184.85

rate for 25 users 2905.49

rate for one use 116.22

0.02 Cum cc 1:2:4 2789.60 Cum 60.261 use Moulding charges 116.22 Use 116.22

LS Finishing and fixing (around 1.50) 1.50

Rate for 0.72 sq.m 177.97

Rate for one sq.m. 247.20

36

0.04 Cement Mortar 1:3 2681.27 107.25

0.38 Kg WPC 35.00 Kg 13.442.20 Nos Mason II Class 175.00 Each 385.00

0 50 Nos Mazdoor I class 123 00 Each 61 50

Supplying and fixing 100mm dia meter PVC rainwaterdown fall pipes with necessary special clamps made outof 25mm x 4mm MS flat, shoe bend, etc. completecomplying with standard specifications.

Plastering with CEMENT MORTAR 1:3, (one cement andfive sand) 20mm THICK mixed with water proofingcompound @ 2% by weight of cement in all floorscomplying with standard specification and as directed.

m 3 m 3

Total for 10 m 2

Rate for 1 m 2

Supplying and fixing cement concrete 1:2:4 (one cementtwo sand four aggregate) using 10 to 12 mm size ISS,

gauge machine broken stone jelly for jally excluding costof reinforcement but including moulding, curing, fixingand giving one coat of cement wash complying withstandard specification.

Finishing with one course of machine pressedornamental (decorative) tiles of size 18.50 cm x 11.50cmx 1.20cm set in cm 1:3 andpointing with red oxide mixedmortar etc. complete

Sub Data Pointing with Cement Mortar 1:3 - 10 m 2

m3 m3


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Rate per 10sq.m 10774.87

Rate per one sq.m. 1077.50


14/110


37

100mm dia PVC pipe1 RM Cost of pipe 140.00 Rm 140.00

1 RM labour charges 5.00 Rm 5.00145.00

75mm dia PVC pipe

1 RM Cost of pipe 90.00 Rm 90.00

1 RM labour charges 5.00 Rm 5.00

95.00

38

Sub data for lime mortar 1:20.5 Cum Slaked lime 689.65 Cum 344.83

1 Cum Sand 377.50 Cum 377.50

1 Cum Grinding charges 79.85 Cum 79.85Total--A 802.18

Sub data for lime concrete 1:2:59.5 Cum Cost of 20mm brick jelly 380.00 Cum 3610.00

3.8 Cum Lime mortar 1:2(A) 802.18 Cum 3048.27

1.80 Nos Mason II Class 175.00 Each 315.00



Total -- B 10715.47

Main Data1 Set WC Cost 23" oriyan type with P-trap 900.00 Set 900.00

0.2 Cum Brick jelly concrete 1071.55 Cum 214.31

0.5 Cum Sand for filling 377.50 Cum 188.750.5 Nos Plumber-I 169.00 Each 84.50

0.5 Nos Mason-I 195.00 Each 97.50

1 Nos Mazdoor-I 123.00 Each 123.00

Sundries 0.00

1608.10

40

50 Nos Cost of 150mm Sw pipe 80.00 Nos 4000.00

LS Labour charges LS 300.00

Rate for 30 mts. 4300.00

Rate for 1mt. 143.30

41

a) 1 Each 150mm Tee : in septic tank 130 Each 130.00

b) 1 Each 150mm bend : W. C 100 Each 100.00

42

1 Cum Cost of jelly 675.30 Cum 675.30

1 Cum Filling charges 10 Cum 10.00

685.30

43

Supplying and fixing of following dia PVC pipe line forW.C connection, Sewage line connection etc complete.

Supplying and fixing in position of 23" size Oriya typewater closet with P or S trap

Supplying and fixing 150 mm dia stone ware pipe in loosejoint in dispression trench

Supplying and fixing following stone ware specials inposition

Supplying and filling in dispersion trench with 40mmstone jelly

Supplying and fixing 100mm dia meter PVC pipespecials etc. complete complying with standardspecifications.


15/110


f) 1 Each 0.00

1 Each Cost of cowl 60.00 Each 60.00

Supplying and fixing 110mm dia meter PVC Cowlincluding labour charges etc complete complying withstandard specifications.


16/110


0.2 No Plumber-I 169.00 Each 33.80

20 g PVC Adhesive 30 100 6.00

Sundries 0.20

100.00

44

a) 10 Rm 32 mm dia 130 Rm 1300.00

0.55 No Stone cutter - I class 150 Each 82.501.30 No Plumber-I 169 Each 219.70

0.15 No Plumber-II 157.00 Each 23.55

1.05 No Mazdoor-I 123.00 Each 129.15

0.55 No Mazdoor-II 111.00 Each 61.05

1815.95

Labour for 1 RM 181.60

10 g Shellac 15.00 100 1.50

1.5 Nos Thread ball 3.00 Each 4.50

1 No Clamps,plugs and screws 10.00 Each 10.00

LS LS 11.40209.00


b) 10 Rm 25 mm dia 110 Rm 1100.00

0.35 No Stone cutter - I class 150 Each 52.50

0.85 No Plumber-I 169 Each 143.65




1436.80


8.33 g Shellac 15.00 100 1.25


1.11 No Clamps,plugs and screws 10.00 Each 11.10

LS LS 9.50

168.86


10Rm 20mm dia 85Rm 850.00

0.35 No Stone cutter - I class 150 Each 52.50





1186.80

Supplying fixing and jointing GI B class pipes confirm toBIS ABOVE GROUND LEVEL of the following sizesincluding fixing GI specials, cutting threading butexcluding cost of such specials, and fixing to wall withnecessary clamps made of MS flat of size 20x4mm bymaking holes on the wall or drilling holes in roof andmaking good the dismantled portions, embedding intowalls and grouted including scafolding charges. Thepipes and the clamps are to be painted with two coats ofgood variety and best quality of anti-corrosive paint overa priming coat. The pipes should be got approved by theExecutive Engineer, before use on work.

Dismantling and redoing it to its original position,

conveyance, painting with anti corrosive black paint etc.

Dismantling and redoing it to its original position,conveyance, painting with anti corrosive black paint etc.


17/110





18/110




936.80


8.33 g Shellac 15.00 100 1.25


1.11 No Clamps,plugs and screws 10.00 Each 11.10

LS LS 9.50

118.86


45

10 Rm 32mm pipe cost 45.00 Rm 450.00

0.8 Nos Plumber-I 169.00 Each 135.20

0.65 Nos Mazdoor-I 123.00 Each 79.95

100 gm PVC Adhesive 30.00 100 30.00


Sundries 0.45

756.65

Rate per One Mt. 75.70

46

a) 32mm GM full way valve

1 Each 32mm GM full way valve 700.00 Each 700.00

0.33 Nos Fitter- I 169.00 LS 55.77

0.33 Nos Mazdoor-I 123.00 40.59

18 g Shellac 15.00 2.70

0.7 Nos Thred ball 3.00 2.10

801.00

b) 25mm GM full way valve


0.25 Nos Fitter- I 169.00 LS 42.25

0.25 Nos Mazdoor-I 123.00 30.75

10 g Shellac 15.00 1.50


625.40

d) 1 Each 25x20mm Elbow 45.00 Each 45.00

c) 1 Each 32mm x 25mm Elbow 60.00 Each 60.00



e) 1 Each 25 x 20mm Tee 65.00 Each 65.00

f) 1 Each 25 x 15mm Tee 60.00 Each 60.00

Dismantling and redoing it to its original position,conveyance, painting with anti corrosive black paint etc.

Supplying and fixing 10 KSC x 32 mm PVC pipeconfirming to DIS and with ISI marking below groundlevel including excavation of trenches, laying the piperefilling the trenches with sand one brick laid that toprotect the pripe, including cost of necessary specials

and testing.

Supplying and fixing the following GI specials with ISI

Marking including cost of specials white led etc. Thespecials have got to be approved by the ExecutiveEngineer before use on work.


19/110


I) 1 Each 32 x 32mm Tee 85.00 Each 85.00

20mm union

j) 1 Each 20mm union 660.00

1 Labour charges 63.00 55.45

Total 115.45

k) 1 Each 25 x 25mm Tee 70.00 Each 70.00

l) 1 Each 25 x 25mm Elbow 50.00 Each 50.00

m) 1 Each 20mm Tee 30.00 Each 30.00

n) 1 Each 20mm Elbow 22.00 Each 22.00

47

a) 1 Each 15mm dia 175.00 Each 175.00

0.1 Nos Fitter- I 169.00 LS 16.90

0.1 Nos Mazdoor-I 123.00 12.30

10 g Shellac 15.00 1.50


206.45

48

1000 Lit 7.50 Lit 7500.00

1 No Cost of Basin with accessories 1250.00 each 1250.00

0.50 No Fitter Icl 169.00 each 84.50

0.50 No Plumber Icl 169.00 each 84.50

0.50 No Mason Icl 195.00 each 97.50

1 No Mazdoor Icl 123.00 each 123.00

0.25 No Painter 157.00 each 39.25

LS Paint and Cement LS 3.50

Rate per 1 No 1682.25

1.80 Kg Cost of Primer 19.00 Kg 34.20

0.25 No Painter I Class 157.00 each 39.25

0.25 No Mazdoor Icl 123.00 each 30.75

0.4 No Mazdoor IIcl 111.00 each 44.40

148.60

Main Data

3 Kg Cost of Matt Paint 140.00 Kg 420.00

Supplying and fixing of the following size brassC.P.SCREW DOWN (HEAVY TYPE) single way TAP ofapproved make and quality and jointing with the pipelinewith suitable special excluding cost of special etc.complete as direct by the Corporation Officers. (The

materials should be got approved by Executive Engineerbefore use on works.) 15mm dia. CP Tap

Suplying and fixing in position of PVC water tankincluding conveyance to site fixing connecting with pipeline etc. complete

Supplying and fixing in position of Indian make whiteglazed wash basin of size 550x400mm including allaccessories etc.compete complying with standardspecification.(The wash basin should be got approved bythe Executive Engineer before use on work)

Matt painting two coats with approved matt paint overcement plastered wall surface, including cleaningpreparing the surface etc complete complying withstandard specification.


20/110


72.74

For 20mm thick 72.70

0.020 PCC1:2:4 2789.60 55.79

L.S. For finishing 3.00 L.S 3.00


21/110


58.79

58.80

Sub Data :1

Cost of M.S sheets and angles for each set weight of

M.S sheets B.G. 10 of size 90cm X 60cm X 3.175mm

3.175 X 7850 /1000 = 24.924 kg.

24.924kg x 0.54 m2 / m 2 = 13.46 kg.

Weight of M.S angles of size 25cm X 25mm X 3mm

3.6 X 1.1 kg/m = 4.00 kg.

13.46Kg Cost of M.S sheets of size 90cm X 60cm of B.G.10 36.50 Kg 491.29

4 Kg Cost of M.S angles of size 25cm X 25mm X 3 mm 36.50 Kg 146.00

637.29

L.s Add for cutting,bending,welding charges etc., L.s 35.63

A Total for Each set 672.92

Sub Data :2

B 19 Set Cost of M.S sheets and M.S angles rate as (A) above 672.92 Each 12785.480.12 m 3 Silver Oak (c.w) joists of size 10cm X 6.5cm at about 10340.00 m 3 1240.80

90 cm C/C.

C 98.5 Rm Casurina props 10 to 13 cm.dia. at 75cm center to centre 17.00 Rm 1674.50

Adopting 40 uses for steel sheets and angles and 5 2915.30

using for silver oak (c.w) joists and casurina props

for one use for 10 m 2

D Cost of steel sheet and angles = Cost (B) /40 = Rs.12785.48/40 319.64

E Cost of silver oak joists and casurina props= Cost(C)/5 = Rs.2915.3/5 583.06

Casurina props 10 to 13 cm.dia. at 75cm center to centre

Main Data for centering 10 m 2

1 Set Cost of M.S sheets and angles (D) 319.64 Each 319.64

1 m 3 Cost of silver oak (c.w) joists of size 10cm X 6.5cm at 583.06 m 3 583.06about 90cm c/c (E)

0 Rm Casurina props 10 to 13 cm.dia. at 75cm center to centre 3.00 Rm 0.00

LS Add for silver planks LS 12.50

3.8 Nos Carpenter I class 190.00 Each 722.00


1 No Fitter II class 157.00 Each 157.00

LS Add for wedges coils ,nails etc., LS 12.50

LS Add for periodical cleaning and painting of M.S LS 12.06

sheets and angles

Total for 10 m 2 2482.96

Rate for 1 m 2 248.30

Centering for soffits of RCC slabs of plane surface likelintels, beams etc.,including strutting 3m high using mildsteel sheets of size 90cmx60cm and10B>G stiffrenedwith M.S. angles of size 25mmx25mmx3mm laid oversilver oak (C.W) joist of size 10cmx6.50cm (spaced atabout 90cm c/c )and supported by casurina props of10cm to 13cm dia (spaced of 75cm C/C ) complyingwith standard specification and as directed.-10 m 2.

Cost of M.S sheets and angles and silver Oak joists andcasurina props for 1 m 2

Rate for Plain surfaces like RCC slab ,rectangularbeam,Lintels,bed blocks Staircase waist slab and


22/110


c

1 m 2 Centering for slab & beams etc., 248.30 1 m 2 248.30

Add 20% for double side centering 49.66

Total for 1 m 2 298.00

d

98.50 Rm Casurina props 10 to 13 cm.dia. at 75cm center to centre 17.00 Rm 334.90

braces

Cost of materials for one operation 334.90

0.30 Nos Carpenter I class 190.00 Each 57.00


L.S Add for nails ,coirs,etc., L.S 3.00

431.80

Total for 10 m 2 2051.16

Rate for 1 m 2 205.10

Labour for pointing

0.01 Cement morter 1:3 2681.27 m3 26.81

1.6 No. Mason II Class 175.00 Each 280.00

0.5 No. Mazdoor Gr I 123.00 Each 61.50

1.1 No. Mazdoor-II 111.00 No. 122.10

Total for 10 Sq.m 490.41

Main Data

10.5 CUDDAPPA SLAB 20/30mm thick 240.00 Sq.m 2520.00

0.12 Cum CM 1:3 2681.27 Cum 321.75

1.1 No. Mason-I 195.00 No. 214.50

2.1 No. Mason-II 175.00 No. 367.50

2.2 No. Mazdoor-I 123.00 No. 270.60

1.1 No. Mazdoor-II 111.00 No. 122.10

10 sqm Labour for pointing 49.04 sq.m 490.41


Rate for 1 Sq.m 430.70

10 sq m Granite tiles(Paradise) 600.00S q.m 6000.00

0.21 sq m Cement morter 1:3 2681.27 m3 563.07

1.1 No. Mason I Class 195.00 Each 214.50

1.1 No. Mason Il Class 175.00 Each 192.50

2.2 No. Mazdoor-I 123.00 Each 270.60

2.2 No. Mazdoor-Il 111.00 Each 244.20

22 kg White cement 19.00 kg 418.00

1.6 No. Mason-II 175.00 No. 280.00

0.5 No. Mazdoor-I 123.00 No. 61.50

1.1 No. Mazdoor-II 111.00 No. 122.10



Rate for plain surfaces like RCC square orrectangular column,top & bottom slab of boxing, sillslab sunshade with necessary facia etc., completecomplying with standard specification.

Strutting to centering of reinforced cement concreteof column footing , plinth beam. Sill slab bed blocketc,.

Paving the floor with one side polishedCUDDAPAHSLAB of 12/30 mm thick in c.m.1:3,12mm thick

Finshing the top of floor with granite tiles of size 60x30x1cmlaid in C.M. 1:3 20 mm thick etc complete.

i hi h f fl i h h b d il f i l id


23/110


2.2 No. Mazdoor-II 111.00 No. 244.20




0.25 Nos Painter I Class 157.00 Each 39.25

0.25 Nos Mazdoor I Class 123.00 Each 30.75


2.22 kg Synthetic enamel paint 200.00 Each 444.00


765.30

76.50



0.25 Nos Mazdoor I Class 123.00 Each 30.75


1.34 kg Oil bound Distember 65.00 Each 87.10


0.50 Nos Painter Il Class 145.00 Each 72.50


475.50

47.60

1 Set WC Cost 2300.00 Set 2300.00

0.5 Nos Mason-I 195.00 Each 97.50

0.5 Nos Plumber-I 169.00 Each 84.50

0.1 Nos Plumber-Il 157.00 Each 15.70

0.5 Nos Mazdoor-lI 111.00 Each 55.50

1 Nos Mazdoor-I 123.00 Each 123.00

1 kg White cement 19.00 Cum 19.00

6 kg Cement 4.33 kg 25.980.4 kg Spun yarn 10.00 kg 4.00

4 set T.W.Plug 1.00 Set 4.00

4 Nos Brass screw 1.00 Each 4.00

Sundries 0.00

2733.18

2733.20

59

0.14 Cement mortar (1:3) 2391.42 334.80

1 10 N M I l 179 00 E h 196 90

Painting the walls with Synthetic Enamel paint upto Sill

level etc complete

Rate per 10 m2

Rate per 1 m2

Colour wahsing two coats with Oil Bound Distember overone coat of primer using approved colour pigments etc

complete

Rate per 10 m2

Rate per 1 m2

Supplying and fixing in position of Europeon type watercloset 10 litre p.v.c.low level flushing tank

Black Board Plastering with CEMENT MORTAR 1:3, (onecement and three sand)12mm THICK mixed with BlackOxide @ 2% by weight of cement in all floors complyingwith standard specification and as directed.

m 3 m 3


24/110


b) 15mm GM full way valve


0.25 Nos Fitter- I 169.00 LS 42.25

0.25 Nos Mazdoor-I 112.00 28.00

10 g Shellac 15.00 1.50

0.3 Nos Thred ball 3.00 0.90232.65

1 No 15mm Elbow 14.00 Each 14.00

45

10 Rm 20mm pipe cost 18.00 Rm 180.000.8 Nos Plumber-I 169.00 Each 135.20


100 gm PVC Adhesive 30.00 100 30.00


Sundries 0.45

418.45

Rate per One Mt. 41.80

Supplying and fixing 10 KSC x 20 mm PVC pipeconfirming to DIS and with ISI marking below groundlevel including excavation of trenches, laying the piperefilling the trenches with sand one brick laid that toprotect the pripe, including cost of necessary specialsand testing.


25/110

Alagampatty TwoClass Room IN Dindugul DIST

ABSTRACT

Sl.No Qty Description of Work Rate Per Amount

1 45.00 cum 56.40 cum 2538

2 9.00 cum 1811.30 cum 16302

3 15.00 cum 11.10 cum 167

4 7.00 cum 125.10 cum 876

5 5.00 cum 387.40 cum 1937

6

a 3.00 cum Foundation and basement 2155.30 cum 6466

b 19.00 cum Ground Floor 2177.60 cum 41374

24.00 first floor 2222.35 cum 53336

7 13.00 sqm 205.10 sqm 2666

Earth work excavation for FOUNDATION in all soils andsub-soil to full depth as may be directed except in hardrock requiring blastering including shoring, timbering,strutting and balling out water wherever necessary andrefilling the sides of foundation with excavated earth in15cm. Layers, well rammed and compacted anddepositing the surplus earth in places shown by thedepartmental officers with initial leads and lifts etc.including leveling the site complete complying withstandard specifications and as directed.

CEMENT CONCRETE 1:5:10 (One cement Fine sand &Ten hard broken stone) using 40mm. Gauge hardbroken stone jelly for FOUNDATION, etc. includingdewatering wherever necessary, laid in layers not morethan 15cm. Thick etc., compacting, curing, complyingwith standard specification and directed.

FILLING in basement with EXCAVATED soil in layers of15cm thick, well rammed watered and compactedcomplete complying with standard specifications and asdirected.

FILLING in basement with WELLGRAVEL in layers of15cm thick, well rammed watered and compactedcomplete complying with standard specifications and asdirected.

FILLING in basement with river sand in layers of 15cmthick, well rammed watered and compacted completecomplying with standard specifications and as directed.

Brickwork in CM 1:5(one cement and five sand) usingCountry bricks of size83/4"x41/4"x23/4" including curingetc. complete complying with standard specification for.

Supplying and erecting shuttering including necessarysupports for plain surface in foundation and basementfor RCC column FOOTINGS PLINTH BEAM, STAIR

CASE STEPS, BED BLOCKS, CRITICAL PIERS, etc.using miled steel sheets of size 90cmx60cm and 10gauge stiffened with welded miled steel angles of size25mm x 25mm and 3mm for boarding supported by


26/110


27/110



28/110


14 sqm 520.50 sqm 0

15 50.00 sqm 364.50 sqm 18225

16

10.00 sqm In Ground Floor 290.10 sqm 2901

8.00 in first floor 295.10 2361

17

8.00 sqm 25 mm thick 83.30 sqm 666

18 110.00 sqm 74.00 sqm 8140

19 380.00 sqm 64.60 sqm 24548

20 300.00 sqm 7.10 sqm 2130

Supplying, Laying in position of fully polished SAHABADTILES(minimum size 2' 0" x2' 0" flooring laid over baselayer of cement mortar 1:3 (one cement and three sand)25mm thick and pointing the joints to full depth ofSahabad Tiles with cement mixed with white cement etcand machine polishing and with required polishing

materials so as to make it perfectly smooth and shainingin all floors as directed by Corporation officers etc.,completed complying with standard specification.

Finishing the top of roof with one course of MACHINEPRESSED TILES of size 23cm x 23cm x 2cm ofapproved quality laid in cement mortar 1:3 (One cementand three sand ) 12mm thick mixed with water proofingcompound confirming to BIS at 2% by weight of cementused and the top pointed with the same water proofingcompound mixed cement mortar etc. complete

complying with standard specification.

Brickwork partion wall in CM 1:3 (one cement and fivesand) using Country bricks of size 83/4 x4 1/4 x23/4 including curing etc. complete complying withstandard specification for.

Supply fixing and neat finishing of precast reinforcedcement concrete slab of the following thickness withcement concrete 1:2:4 (one cement two standard fourmachine broker stone 10 to 12 mm etc excluding thecost of reinforcement frill in position etc completecomplying with standard specifications.

SPECIAL CEILING Plastering and finishing the exposedsurface of RCC items of work such as slabs, beams,bottom of sunshades, etc. with CM 1:3 (one cement andthree sand) 10mm thick including hacking the surfaces.The rate is to include the cost of providing cement mortarborder for sunshades and staircase steps etc. asdirected by Corporation Officer etc. complete complyingwith standard specification.

Plastering with CEMENT MORTAR 1:5, (one cementand five sand) 12mm THICK in all floors includingprovision of cement mortar bands and raised plasteringfor doorways wherever required and as directed withoutany extra claim complying with standard specificationand as directed.

WHITE WASHING TWO COATS with best shell lime inall floors complying with standard specification and asdirected.

CEMENT PAINTING two coats with approved cement


29/110


22 5.10 sqm 2700.00 sqm 13770

23 10.00 sqm 2625.00 sqm 26250

24 150.00 Kg 50.80 Kg 7620

25 48.00 sqm 62.30 sqm 2990

Manufacturing and fixing of single leaf doors made our ofMS angles of size 750mm x 2100mm x 40 x 40 x 6mmfor frame and MS angles of 35x35x6mm for shutterFrame 18 SWG CR sheet of good quality in the weldedto the frames of the shutter suitable stiffner with 40 x4mm MS flat shall be provided at the rear side of theshutter 5 Nos of Cross braces, one No of bottom piece, 6

Nos of hold fast, 3 Nos hinges, suitabl lockingarrangements, shall be provided at appropriate placesand one coat of redoxide primer given for MS materials.The rate includes cost of all materials labour and freight.

Supplying and fixing of steel windows, the frame beingmade of "Z" section ( F.7B-IS7 452 of 1982) and Mullionsof "J" section (F-7B-IS 7452 of 1982) shutter frame with"Z" section (F-7BIS 7452 of 1982). Each shutter will notexceed a width of 0.60m. The shutters are individual andeach one of them can be operated independently 2 Nos.of heavy hinges and 1 No of handle - cumlatch of specialtype shall be fixed for each opeanble shutter andsuitable opening is left for easy - operation. One numberadjustiable window stay with fixing bracket of sufficientlength will be provided for each opeanble shutter. 6 Nos.of hold lasts of sufficient length will be welded to theframes at appropriate places, MS - square bars of 10mmsize will be welded to the inner face of the window atequal intervals not exceeding 10cm between them 18gauge MS sheet will be used for a panels with properpacking. The shutters are to open outside. All Msmembers will be printed with one shop coat of red oxide

printer as directed by the corporation officers. The costincludes transport to the site,

Fabrication conveying and fixing miled steel ornamentalgrill gate in four panels, and two panel fixed and theintermediate openable and generally as per the sketchenclosed made out of 25mm sq.mtr with suitablegudgleon pin arrangements to support the gate. The rateis inclusive of all materials welding and both foes,grinding filling necessary locking arrangements on both

sides dismantling the masonry, RCC with cementconcrete after fixing the hinges and redoing thedismantled portions to the original position, etc. completewith one coat of red oxide primer and as directed by theCorporation Officers. In case of dispute the version ofthe officers is final and binding on the contractor.

Painting new iron works with two coats of syntheticenamel paint over existing primeing coat in all florrs (thepaint to be used in the works to be got approved by theExecutive engineer before use on works.

Supplying and fixing 100mm dia meter PVC rainwaterdown fall pipes with necessary special clamps made out


30/110


50.00 58.80 2940

50.00 25mm 72.70 3635

Providing granolythic floor finish of the following thicknesswith PCC1:2:4 using 10 to12mm HBG stone jelly etccomplete.20mm


31/110


ELECTRICAL ITEMS

1 10.00 Pts 915.70 Point 9157

2 4.00 Pts 915.70 Point 3663

2.00

3 0.00 Rm 196.40 Rm 0

4 0.00 Rm 418.40 Rm 0

5 4.00 Nos. 86.40 Each 346

6 6.00 Nos 450.00 Each 2700

7 2.00 Nos. 300.00 Each 600

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia) PVCinsulated single core unsheathed copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipesconcelaed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover withT.W. switch box and 5Amps Flush Type Switch andmaking good of the concealed portion with suitablecolour forPVC concealed LIGHT point. (SD 23)

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia) PVCinsulated single core unsheathed copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipesconcelaed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover withT.W. switch box and 5Amps Flush Type Switch and

making good of the concealed portion with suitablecolour forPVC concealed Fan point. (SD 23)

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mm.Dia) PVCinsulated single core unsheated copper conductor cableof 1100 Volt Grade in suitable PVC rigid pipe concealedin wall and ceiling with PVC accessories, in flush withwall, with 150mm x 100mm x 113 mm T.W switch boxand 3mm thick hylum sheet cover including 5A, 3 pinnon interlocking C.S plug including pin top with continousearth connection of 14 SWG TC wire and making goodof the concealed portion with suitable colour forconealed PVC PLUG POINT. (SD 36)

Supply and run of 4 x6 sq.mm.(56Nos/0.3mm.Dia) PVCinsulated single core unsheathed copper conductorcable of 1100 V on 7/20 G.I. bearer wire for serviceconnection mains (SD 66)

Supply and run of 4x6sq.mm.(56Nos/0.3mm.Dia) PVCinsulated single core unsheathed copper conductorcable of 1100 V grade in 32mm.dia G.I. pipe ( 'B' Class)suitably bent at both ends with necessary angle iron upright and supports for mains.(SD 71)

Supply and fixing of fancy glass shade and 40W bulbsfor B.H. point. (S.D.77)

Supply and fixing of single box type 4.40 W flu fittingcomplete with copper choke and condennor with T.W.blocks on wall or ceiling with tube with PVC unsheathedcopper leads from terminals to the fitting. ( SCHEDULEOF RATES Ele. Item no.6 b )

Supply and fixing of Water Tight bulk head fitting

( Philips / Bajaj / K.Lite / Crompton Greaves ) suitable forincandescent lamp with 60 W bulb.( sch. Of rates ele.Item no.18. )


32/110


9 0.00 Nos 1312.60 Each 0

10 0.00 Nos 625.00 Each 0

11 0.00 Nos 747.50 Each 0

12 0.00 Nos 1342.90 Each 0

549798

Total

Supply and fixing of 4 way SP DB of 16A per way with16A DPIC Switch of 500 V ( Side handle ) F & N suitableangle iron frame work with trunking box MS cable entrybox with earth connection (SD No.142)

Supply and fixing of 3 Phase 32A aeril fuse unit for 3Nos 32A fuse unit ( 500V ) on suitable MS sheet coveredwith 6 mm thick hylem sheet cover onsuitable iron workon the taping pole with necessary clamps (S.D.No.128)

Earthing as per P.W.D. standard with an electrode of 2Mtr. Class 'B' G.I. Pipe of not less than 32mm. diacomplete with necessary masonry work. (S.D.No228 )

Supply and fixing of TNEB meter Board suitable for 32AThree Phase service connection with 3 Nos.32A Fuseunit ( 500V ) 32 A neutral link and earth link (1"x1/8"copper flat) on T.W.plank of size 600mmx450m x19mm

.with supporting T.W. reepers of 1" thick an eigtherside with painting with suitable bolt and nuts for fixingthe T.W. plank on wall with earth connection and interconnection with 7/20 P.V.C. insulated copper wire fromE.B. meter to fuse unit. ( S.D.No.123 )


33/110


GENERAL ABSTRACT

Sl.No. Description Amount

PART - A VALUE OF CIVIL WORKS 549798

PART - B (LUMPSUM PROVISIONS)

a) Provision for labour welfare fund .30% LS 1980

b)

c)

d) Provision for Inagural functions. 5000

e)

f) Provision for unforseen items of works 29922

PART - C

Administrative charges @ 12.5% LS 73300

Total 660000


34/110

ALAGAMPATTY SCIENCE LAB IN DINDUGUL DIST

ABSTRACT

Qty Description of Work Rate Per Amount

1 40.00 cum 56.40 cum 2256

2 11.00 cum 1811.30 cum 19924

3 23.00 cum 11.10 cum 255

4 10.00 cum 125.10 cum 1251

5 7.00 cum 387.40 cum 2712

6

a 3.50 cum Foundation and basement 2155.30 cum 7544

b 23.00 cum Ground Floor 2177.60 cum 50085

c 34.00 cum First floor 2222.35 cum 75560

Sl.No

Earth work excavation for FOUNDATION in all soilsand sub-soil to full depth as may be directed exceptin hard rock requiring blastering including shoring,timbering, strutting and balling out water wherevernecessary and refilling the sides of foundation withexcavated earth in 15cm. Layers, well rammed andcompacted and depositing the surplus earth in placesshown by the departmental officers with initial leadsand lifts etc. including leveling the site completecomplying with standard specifications and asdirected.

CEMENT CONCRETE 1:5:10 (One cement Finesand & Ten hard broken stone) using 40mm. Gaugehard broken stone jelly for FOUNDATION, etc.including dewatering wherever necessary, laid inlayers not more than 15cm. Thick etc., compacting,curing, complying with standard specification anddirected.

FILLING in basement with EXCAVATED soil in layersof 15cm thick, well rammed watered and compactedcomplete complying with standard specifications and

as directed.

FILLING in basement with WELLGRAVEL in layersof 15cm thick, well rammed watered and compactedcomplete complying with standard specifications andas directed.

FILLING in basement with river sand in layers of15cm thick, well rammed watered and compactedcomplete complying with standard specifications andas directed.

Brickwork in CM 1:5(one cement and five sand) usingCountry bricks of size83/4"x41/4"x23/4" includingcuring etc. complete complying with standardspecification for.

Supplying and erecting shuttering includingnecessary supports for plain surface in foundationand basement for RCC column FOOTINGS PLINTHBEAM STAIR CASE STEPS BED BLOCKS


35/110


36/110

14 0.00 sqm 456.30 sqm 0

15 80.00 sqm 364.50 sqm 29160

16

a) 30.00 sqm In Ground Floor 290.10 sqm 8703

b) 8.00 sqm For First Floor Super Structure : 295.10 sqm 2361

17

17.00 sqm 25 mm thick 83.30 sqm 1416

25.00 50mmthick 166.60 4165

18 150.00 sqm 74.00 sqm 11100

19 670.00 sqm 64.60 sqm 43282

20 700.00 sqm 7.10 sqm 4970

COLOUR WASHING 10.65 0

21 280.00 sqm 50.90 sqm 14252

Dadooing with best quality glazed tiles set in cementmortar 1:2, 10mm thick and pointing with whitecement using 0.40 Kg/m2 with Standard specification

Finishing the top of roof with one course ofMACHINE PRESSED TILES of size 23cm x 23cm x

2cm of approved quality laid in cement mortar 1:3(One cement and three sand ) 12mm thick mixedwith water proofing compound confirming to BIS at2% by weight of cement used and the top pointedwith the same water proofing compound mixedcement mortar etc. complete complying with standardspecification.

Brickwork partion wall in CM 1:3 (one cement andfive sand) using Country bricks of size 83/4 x4 1/4x2 3/4 including curing etc. complete complying withstandard specification for.

Supply fixing and neat finishing of precast reinforcedcement concrete slab of the following thickness withcement concrete 1:2:4 (one cement two standardfour machine broker stone 10 to 12 mm etc excludingthe cost of reinforcement frill in position etc completecomplying with standard specifications.

SPECIAL CEILING Plastering and finishing theexposed surface of RCC items of work such as slabs,beams, bottom of sunshades, etc. with CM 1:3 (onecement and three sand) 10mm thick includinghacking the surfaces. The rate is to include the costof providing cement mortar border for sunshades andstaircase steps etc. as directed by CorporationOfficer etc. complete complying with standardspecification.

Plastering with CEMENT MORTAR 1:5, (one cementand five sand) 12mm THICK in all floors including

provision of cement mortar bands and raisedplastering for doorways wherever required and asdirected without any extra claim complying withstandard specification and as directed.

WHITE WASHING TWO COATS with best shell limein all floors complying with standard specification andas directed.

CEMENT PAINTING two coats with approvedcement paint over cement plastered wall surface,

ceiling and other new surface over one coat of primerincluding cleaning preparing the surface and curingetc complete complying with standard specification.


37/110


38/110

29

a) 0.00 Nos 110 mm dia PVC Plain bend 70.00 Nos 0

b) 0.00 Nos 75 mm dia PVC Plain bend 45 Nos 0

Supplying and fixing PVC pipe specials etc.complete complying with standard specifications.


39/110

30

a) 15.00 RM 25 mm dia 168.90 RM 2534

25.00 32mm dia 209 RM 5225

b) 10.00 RM 20mm dia 143.90 RM 1439

c) 0.00 RM 15mm dia pipe 118.90 RM 0

31 45.00 RM 75.70 RM 3407

32

a) 1.00 Nos 25mm GM full way valve 625.40 Each 625

b) 4.00 Nos 25x20mm Elbow 45.00 Each 180

c) 3.00 Nos 25 x 20mm Tee 65.00 Each 195

d) 4.00 Nos 25 x 15mm Tee 60.00 Each 240

e) 5.00 Nos 25mm Union 140.45 Each 702

f) 4.00 Nos 20mm union 115.45 Each 462

g) 4.00 Nos 25mm Tee 70.00 Each 280

h) 4.00 Nos 25mm Elbow 50.00 Each 200

i) 4.00 Nos 20mm Tee 30.00 Each 120

33

4.00 Nos 15mm dia 206.45 Nos 826

2.00 SCREW DOWN TAB 206.45 413

Supplying fixing and jointing GI B class pipesconfirm to BIS ABOVE GROUND LEVEL of thefollowing sizes including fixing GI specials, cuttingthreading but excluding cost of such specials, andfixing to wall with necessary clamps made of MS flatof size 20x4mm by making holes on the wall ordrilling holes in roof and making good the dismantled

portions, embedding into walls and grouted includingscafolding charges. The pipes and the clamps are tobe painted with two coats of good variety and bestquality of anti-corrosive paint over a priming coat.The pipes should be got approved by the ExecutiveEngineer, before use on work.

Supplying and fixing 15 KSC x 32 mm PVC pipeconfirming to DIS and with ISI marking below groundlevel including excavation of trenches, laying the piperefilling the trenches with sand one brick laid that toprotect the pripe, including cost of necessary specialsand testing.

Supplying and fixing the following GI specials withISI Marking including cost of specials white led etc.The specials have got to be approved by theExecutive Engineer before use on work.

Supplying and fixing of the following size brassSwanneck single way TAP of approved make and qualityand jointing with the pipeline with suitable specialexcluding cost of special etc. complete as direct bythe Corporation Officers. (The materials should begot approved by Executive Engineer before use onworks.)


40/110

6.00 1240.50 7443

70.00 25MMTHICK 72.70 5089

70.00 20MMTHICK 58.80 4116

16.00 248.00 3968

26.00 1681.50 43719

WEATHERING COURSE concrete using best qualifybroken brick jelly of size 20mm uniform gauge in pureslaked lime (no sand to be used) over the RCC. Roofslab, the proportion of brick jelly to lime being 32:12.5by volume laid over in a single layer to an averagethickness of 8.5cm and consolidated to the requiredslope and finished thickness by beating the concrete

with wooden beaters of approved pattern, keepingthe surface constantly wet by sprinkling lime jaggerywater as per standard specification etc. complete asdirected by the corporation officer.

Providing granolythic floor finish of the followingthickness with PCC1:2:4 using 10 to12mm HBG stone

jelly etc complete.

Supplying and fixing 100mm dia meter PVCrainwater down fall pipes with necessary special

clamps made out of 25mm x 4mm MS flat, shoebend, etc. complete complying with standardspecifications.

RANDUM RUBBLE masonry in cement mortar 1:5(one cement and five sand) including simultaneouspointing for the following complete complying withstandard specifications for foundation & basement.


41/110

ELECTRICAL ITEMS

1 20.00 Pts 915.70 Point 18314

2 6.00 Pts 915.70 Point 5494

3 1.00 Pts 1064.10 Point 1064

4 Pts 588.65 Point 0

5 2.00 Pts 893.80 Point 1788

6 0.00 Rm 194.20 Rm 0

7 15.00 Rm 196.40 Rm 2946

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia) PVCinsulated single core unsheathed copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipesconcelaed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover withT.W. switch box and 5Amps Flush Type Switch and

making good of the concealed portion with suitablecolour forPVC concealed LIGHT point. (SD 23)

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia) PVCinsulated single core unsheathed copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipesconcelaed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover withT.W. switch box and 5Amps Flush Type Switch andmaking good of the concealed portion with suitablecolour forPVC concealed Fan point. (SD 23)

Wiring with 3 x 1.5 sq.mm.(22Nos/0.3mmDia) PVCinsulated single core unsheated copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipeconcealed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover forT.W switch box 5Amps Flush Type Switch (Two Way)and making good of the concealed portion withsuitable colour for concealed staircase point. (SD30)

Wiring with 2 x 4 sq.mm.(56Nos/0.3mm.Dia) PVCinsulated single core unsheated copper conductorcable of 1100 Volt Grade in suitable PVC rigid pipeconcealed in wall and ceiling with PVC accessories,in flush with wall, with 150mm x 100mm x 113 mmT.W switch box and 3mm thick hylum sheet coverincluding 15A, 3 pin non interlocking C.S plugincluding pin top with continous earth connection of14 SWG TC wire and making good of the concealedportion with suitable colour for conealed PVCPOWER PLUG POINT. (SD 38)

Supply and run of 4 x4 sq.mm.(56Nos/0.3mmDia)PVC insulated single coreunsheathed copper conductor cable of 1100 VoltGrade in suitable PVC rigid pipe concealed in walland ceiling with continous earth wire connections by14 SWG TC were making good of the concealedprotion with suitable colour. (SD 59)

Supply and run of 4 x6 sq.mm.(56Nos/0.3mm.Dia)PVC insulated single core unsheathed copperconductor cable of 1100 V on 7/20 G.I. bearer wire


42/110


43/110

771224

Total

GENERAL ABSTRACT

Sl.No. Description Amount

PART - A VALUE OF CIVIL WORKS 771224

PART - B (LUMPSUM PROVISIONS)

a) Provision for labour welfare fund .30% LS 3000

b) water supply 40000

c) dismantling old building 10000

d) provision for service connection charge & 2000

e) Provision for Inagural functions. 10000

f)

g) Provision for unforseen items of works 52776

PART - C

Administrative charges @ 12.5% LS 111000

Total 1000000


44/110

DETAILED ESTIMATE

Description of Work No. L B D

1 2 3 4.00 5.00 6.00

1

All round foure sides for lab column footing 1 x 1 30.92 1.00 1.20

Store , stair cross wall 2 x 1 1.63 1.00 1.20

Grade beam between store and stair case 1 x 1 1.63 0.30 0.30

Total

2

All round foure sides for lab 1 x 1 30.92 1.00 0.30

Store , stair cross wall 2 x 1 1.63 1.00 0.30

Grade beam between store and stair case 1 x 1 1.63 0.30 0.08

verandah end wall 2x1 0.48 0.30 0.08

Total

3

lab 1 x 1 8.78 5.78 0.35

Store 1 x 1 2.18 2.21 0.35

Stair case 1 x 1 3.34 2.18 0.35

Total

4

lab 1 x 1 8.78 5.78 0.15

Store 1 x 1 2 18 2 21 0 15

Construction of science lab to ADW High school at ALAGAMPATTY in DindiDistrict

SlNo

Earth work excavation for FOUNDATION in allsoils and sub-soil to full depth as may bedirected except in hard rock requiring blasteringincluding shoring, timbering, strutting andballing out water wherever necessary etc.inculding leveling the site comp

CEMENT CONCRETE 1:5:10 (One cement Fivesand and Ten agreegate) using 40mm Gaugehard broken stone jelly for FOUNDATION, etc.inculding dewatering wherever necessary, laidin layers not more than 15cm thick etc.,compaction, curing, complying with standar

FILLING in basement with EXCAVATED SOIL inlayers of 15cm thick, well rammed, watered andcompacted etc., complete complying with

standard specifications and as directed

FILLING in basement with wall Gravel in layersof 15 cm thick, well rammed watered andcompacted etc., complete complying withstandard specifications and as directed.


45/110

Plinth beam side walls : Lab all round outer side 1 x 1 32.14 0.07 0.12

Lab all round in side 1 x1 29.40 0.07 0.12

Stair,store cross wall side wall 2 x 2 2.18 0.07 0.12

D/d wall juction (-) 2 x 2 0.31 0.07 0.12

Brick on edge : all round lab four sides 1 x 1 30.92 0.45 0.12

Stair,store cross wall 2 x 1 2.18 0.45 0.12

Total

b) Ground Floor SuperstructureLab all round four sides 1 x 1 30.92 0.23 3.10

Critical pier 2 x 2 1.20 0.11 3.10

D/d door opening (-) 1 x 1 1.20 0.23 2.10

D/d door opening (-) 1 x 1 0.90 0.23 2.10

D/d window (-) 5 x 1 1.20 0.23 1.30

Continious lintel (-) 1 x 1 30.92 0.23 0.15

Sill slab (-) 3 x 1 1.66 0.23 0.07

store cross wall 1 x 2 2.40 0.23 3.01

Totalc)First Floor Superstructurelab wall all round four sides 1 x 1 30.92 0.23 3.10

Critical pier 2 x 2 1.20 0.11 3.10

D/d door opening (-) 1 x 1 1.20 0.23 2.10

D/d door opening (-) 1 x 1 0.90 0.23 2.10

D/d window (-) 5 x 1 1.20 0.23 1.30

D/d window sill slab (-) 3 x 1 1.66 0.23 0.07

D/d Continious lintel (-) 1 x 1 30.92 0.23 0.15

Parapet all round 1 x 1 25.17 0.23 0.80

Store and cross wall 1 x 2 2.40 0.23 3.10

D/d Window (-) 1 x 1 0.90 0.23 1.30

Landing beams (-) 1 x 1 2.86 0.23 0.30

Head rooms all round 1 x 1 10.22 0.23 1.70

D/d door opening (-) 1 x 1 0.90 0.23 2.10

Total

7

Between store and stair 1 x 2 2.40 - 0.23

Window sill slab 3 x 2 1.66 - 0.07

Sundrise

Total

8

Supplying and erection shuttering includingnecessary supports for plain surface infoundation and basement for RCC columnFOOTING PLINTH BEAM, STAIR CASE STEPS,

BED BLOCKS, CRITICAL PIERS, etc, completecomplying with standard specifications and asdirec

Supplying and erection centering for sides andsoffits including supports and strutting upto3.29m height for plane surface such as RCCSLAB, RECTANGULAR BEAMS, TEE, OR ELLBEAMS, LINTELS, STAIRCASE WAIST ANDLANDING SLABS, LANDING BEAMS CANOPY,etc Comp


46/110

Bottom of window 1 x 1 0.90 0.23 -

Continious lintel sides of lab G.F & F.F 2 x 1 30.92 - 0.15

Store wall sides 2 x 2 2.40 - 0.15

Stair case : waist slab ( I TO IV ) Bottom 4 x 1 2.65 - 1.20

Stair case : waist slab ( I TO IV ) sides 4 x 1 2.65 - 0.15

Stair case : Landing slab 2 x 1 2.40 1.20 -

Stair case : Landing sides 2 x 1 9.04 - 0.15

Roof slab : Bottom G.F & F.F 2 x 1 9.00 6.00 -

Beams two sides 2 x 4 6.00 - 0.35

Beam end sides 2 x 2 0.30 - 0.35

Head room roof bottom 1 x 1 3.45 2.50 -

Head room all round sides 1 x 2 3.45 0.30 -

Store G.F & F.F 2 x 1 2.40 2.32 -

Varandah G.F & F.F 2 x 1 1.20 7.66 -

Slab all round sides 2 x 1 26.82 - 0.12

Total

9

Window sunshade bottom 1 x 1 1.36 0.60 -

Front side 1 x 1 1.36 - 0.05

2 Wide sides 1 x 2 0.60 - 0.07

Sundries

Total

10

a) For foundation and basement

Plinth beam all round 1 x 1 28.92 0.31 0.12

Store ,Stair cross walls 2 x 1 2.32 0.31 0.12

gradebeam between store and stair 1 x 1 2.86 0.23 0.23

Total

b) Ground floor superstructure

Window sill slab 2 x 3 1.66 0.23 0.07

Window sill slab 1 x 1 1.36 0.23 0.07Continious lintel lab all round 1 x 1 30.92 0.23 0.15

Critical pier 2 x 2 1 23 0 11 0 15

Supplying and etection centereing for sides andsoffits including supports and strutting upto3.29m height for plane surfaces such as RCCCOLUMNS, TOP AND BOTTOM SLAB OR RCCBOXING SUNSHADES etc, Complete complyingwith standard specifacations and as dire

CEMENT CONCRETE 1:2:4 (One cement and twosand and four aggregate) using 20mm size hardmachine broken granite sotne jelly for RCCitems of works excluding cost of reinforcement

and fabrication charges centering andshuttering but including porper vibrati


47/110

Total

c) First floor superstructure

Sill slab window 2 x 3 1.66 0.23 0.07

Sill slab window 1 x 1 1.36 0.23 0.07

Continious lintel lab all round 1 x 1 30.92 0.23 0.15

Critical pier 2 x 2 1.20 0.11 0.15

store rear wall 1 x 1 2.40 0.23 0.15

sunshade over window 1 x 1 1.36 0.60 0.07

Stair case III & IV flight 2 X 1 2.65 1.20 0.15

Landing slab 1 x 1 2.86 1.20 0.15

Landing beam 1 x 2 2.86 0.23 0.30

Roof slab : Lab 1 x 1 8.46 6.46 0.12

Beams 2 x 1 6.46 0.30 0.35

Stores 1 x 1 2.40 2.32 0.12

Critical pier 2 x 3 1.20 0.11 0.12

Head room roof slab 1 x 1 3.26 3.91 0.10Total

11

12

lab 1x1 8.78 5.78 0.10

Store 1x1 2.18 2.21 0.10

Staircase 1x1 3.34 2.18 0.10

Sundrise - - - -

Total

13

SUPPLIYING, FABRICATION and placing inposition steel reinforcement using upto 16mmdia meter mild steel or ribbed Tar steel for allreinforced cement concrete works as per thedesign given including cost of steel bindingwire, straightening the rods, if

Lintel,beams,colums,staircase,etc..Roof slab

11.50 x 100 kg/m215.33 x 75 kg/m2

FLOORING with a bed of cement concrete 1:5:10(one cement five sand and ten aggregates areusing 40 mm size hard broken stone jellyincluding ramming, curing etc. complete (thetop should be left rought to receive the floorfinish) and to the required slo

Flooring with ceramic tiles of size 30 x 30 x 6mm of best quality set in cement mortar 1:3

20mm thick and pointed wih whitecementetc.,comlete complying with stdSpecification


48/110

14

Lab 1x 1 9.00 6.00

Store 1x 1 2.86 2.32

Over wall portion 1x 1 2.40 0.23

Head room slab 1x 1 3.56 3.91

Sundrise L-s

Total

15

a) In Ground Floor:

Lab Table Side Wall 2 x 8 0.90 0.75

Working Table Side Wall 4 x 6 0.45 0.60

Working Table Side bed 1 x 4 4.00 0.45

Cupboard Side Wall 1 x 12 0.45 2.00

Sundrise L-s

Total

b) First floor super structure :

Cupboard Side Wall 1 x 6 0.45 2.00

Working Table Side Wall 4 x 2 0.45 0.60

Sundrise L-s

Total

17

a) 25mm Thick :

Lab 4 x 3 1.00 0.45

Drainage Cover Slab, Store

Finishing the top of the room with one course ofMACHINE PRESSED TILES of size 23cm x 23cm x 2cm of approved quality laid in cementmortar 1;3(one cement and three sand ) 12mmthick mixed with water proofing compoundconfirming to Bis at 2% by weight of cementused and thetop pointed with the same waterproofing compound mixed cement mortartec.lcomplete complying with standardspecification

Brickwork partion wall in CM 1:3 (one cementand fie sand) using country bricks of size 83/4"x 4 1/4" x 2 3/4" including curing etc.,completecomplying with standard specification for

Supply Fixing and finishing of precastreinforced cement concrete 1:2:4 (one cementtwo standard four machine broker stone 10 to12mm etc excluding the cost of reinforcementfrill in position etc complete complying withstandard specifications


49/110


50/110

Lab all round 2 x 1 30.00 3.10

Store all round 2 x 1 9.44 3.10

stair case 1 x 1 9.76 8.90

Old Lab Door (-) 2 x 1 1.20 2.10

Old Lab Window (-) 6 x 1 1.20 1.30

Old Store Door (-) 2 x 1 0.90 1.30

Old Store Window (-) 2 x 2 0.90 2.10Cup board side wall 2 x 12 0.45 2.40

bed top 4 x 1 9.00 0.45

working table side 4 x 4 0.45 0.60

lab Table side wall 4 x 4 2.00 0.75

Cup board side wall

Total

21

All round outside lab 1 x 1 30.18 7.90

Parapet inside & Top 1 x 1 32.32 1.03

Head room 1 x 1 9.76 1.70

Top of sunshade 1 x 6 1.60 0.60

store 1 x 2 1.36 0.60

Old Door (-) 2 x 1 1.20 2.10

Old Window (-) 6 x 1 1.20 1.30

Total

22

Main Door 2 x 1 1.20 2.10Store Door 2 x 1 0.90 2.10

Head room 1 x 1 0.90 2.00

sundrise L.s

Total

23

CEMENT PAINTING two coats with approvedcement paint over cement plastered wall

surface, ceiling and other new surface over onecoat of primer including cleaning, preparing thesurface and curing etc complete complying withstandard specifications.

Manufacturing and fixing of single leaf Doorsmade out of MS angles of size 40x40x 6mm forframe and MS angles of 35x35x6mm for shutterFrame 18 SWG CR sheet of ggod quality in thewelded to the frames of the shutter suitable 3nos stiffners with 40 x4mm

Supplying and fixing of STEEL WINDOWS, theframe being made of "Z" section (F.7B-IS7 452of 1982) and Mullions of "J" section (F-7B-IS7452 of 1982) shutter frame with "Z" section (F-7BIS 7452 of 1982). Each shutter will not exceed

a width of 0.60m. The s


51/110

24

Lab Door 2 x 1 1.20 2.20 2.10Lab Window 6 x 1 1.20 2.20 1.30

Store Door 2 x 1 0.90 2.20 2.10

Store Window 2 x 1 0.90 2.20 1.30

Head Room Door 1 x 1 0.90 2.20 2.00

Sundrise L.s

25

Staircase 4Flight thread,rise 4 x 10 1.20 0.41

Landing Slab 2 x 1 2.40 1.20

Front Step 3 x 1 1.80 0.41

LabDemage 1 x 1 20.00 1.20

Sundrise L.s

Total

26

Black board plastering 2 x 1 3.00 1.30

Sundrise L.s

27

Painting new iron works with two coats ofsynthetic enamel paint over existin primeingcoat in all florrs (the paint to be used in theworks to be got approved by the executiveengineer before use on works.

Plastering with CEMENT MORTAR 1:3, (onecement and three sand) 12mm THICK in all

floors including provision of cement mortarbands and raised plastering for doorwayswherever required and as directed without anyextra claim complying with standardspecification and as directed.

Prov. Black board with plastering 1:3 (Onecement and three sand) 12mm Thick mixed withblock oxide 2% by wight of cement with std.,speficiation and as directed.

Supplying fixing and jointing GI B class pipesconfirm to BIS ABOVE GROUND LEVEL of thefollowing sizes including fixing GI specials,cutting threading but excluding cost of suchspecials, and fixing to wall with necessaryclamps made of MS flat of size 20x4mm by

making holes on the wall or drilling holes in roofand making good the dismantled portions,embedding into walls and grouted including

f


52/110

sundrise

Total

25mm dia.

Tank sink Supply bore 1 x1 12.00

sundrise

Total

20mm dia.Tank sink connection 1 x 6 1.50

sundrise

Total

28

Existing source OHT tank 1 x 1 30.00

chemistry lab drainage pipe 1 x 1 15.00

total

29

a) 25mm dia GM Gate value 1 x 1

b) 25mm dia union 1 x 5

c) 20mm dia union 1 x 4

d) 20mm dia tee 1 x 4

e) 25mm x 20mm Elbow 1 x 4

f) 25mm Elbow 1 x 4

g) 25 mm Tee 1 x 4

h) 25mm x 20mm Tee 1 x 3

i) 25mm x 15mm Tee 1 x 4

30

15mm dia 1 x 4

screw down tap 1 x 2

Supplying and fixing 15 KSC x 32 mm PVCpipe confirming to DIS and with ISI markingbelow ground level including excavation oftrenches, laying the pipe refilling the trencheswith sand one brick laid that to protect the

pripe, including cost of necessary specials andtesting.

Supplying and fixing the following GI specialswith ISI Marking including cost of specials whiteled etc. The specials have got to be approved by

the Executive Engineer before use on work.

Supplying and fixing of the following sizebrassSwan neck single way TAP of approvedmake and quality and jointing with the pipelinewith suitable special excluding cost of specialetc. complete as direct by the CorporationOfficers. (The materials should be got approvedby Executive Engineer before use on works.)


53/110

32 1 x 4

33

Lab 1 x 1 9.00 6.00 0.085

Store 1 x 1 2.86 2.32 0.085

staircase 1 x 2 2.40 0.23 0.085

sundrise

Total

34

a) 25mm thick

Ground floor lab 1 x 1 9.00 6.00

Store 1 x 1 2.40 2.32

staircase 1 x 1 2.40 3.45

sundrise

Total

b) 20mm thick

Ground floor lab 1 x 1 9.00 6.00

Store 1 x 1 2.40 2.32

staircase 1 x 1 2.40 3.45

sundrise

Total

35

Supplying and fixing in position of Indian makewhite glazed wash basin oo size 550x400mmincludingall accessories etc completecomplying with standard specification forchemistry lab.

Weathering Course concrete best qualifybroken brick jelly of size 20mm uniform gaugein pure slaked lime(no sand to be used )over theRCC roof slab,the proportion of brick jellu tolime being 32:12:5 by volume laid over in asingle layer to an average thickness of 8.5cmand consolidate to reqired slope and finishedthickness by beating the concreete with woodenbeaters of apporved pattern keeping the surfaceconstantly wet by sprinking limejaggery wateras per standard specification etc complete asdirected by the corporationofficer

Providing Granolythic floor finish of thefollowing thickness with PCC 1:2:3 using 10 to12mm HBG stone Jelly etc complete

supplying and fixing 100mm dia meter PVCrainwater down fall pipes with necessary special

clamps made out of 25 x 4mm MS flat shoe bendetc complete complying with standardspecification


54/110

II) Footing 1 x 1 30.92 0.60 0.23

III) Footing 1 x 1 30.92 0.45 0.92

sundrise

Total

LAB Tube Light 2 X 3

BH point 2 X 3

Store

Tube Light 2 x 1

Staircase 1 x 1

sunrise

Total

LAB

Ground floor & First floor 2 x 2

ELECTRICAL ITEMS

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia)PVC insulated single core unsheathed copperconductor cable of 1100 Volt Grade in suitablePVC rigid pipes concelaed in wall and ceilingwith PVC accessories in flush with wall with3mm thick hylum sheet cover with T.W. switchbox and 5Amps Flush Type Switch and makinggood of the concealed portion with suitable

colour forPVC concealed LIGHT point. (SD 23)

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mmDia)PVC insulated single core unsheathed copperconductor cable of 1100 Volt Grade in suitablePVC rigid pipes concelaed in wall and ceilingwith PVC accessories in flush with wall with3mm thick hylum sheet cover with T.W. switchbox and 5Amps Flush Type Switch and makinggood of the concealed portion with suitable

colour forPVC concealed Fan point. (SD 23)

Wiring with 3 x 1.5 sq.mm.(22Nos/0.3mmDia)PVC insulated single core unsheated copperconductor cable of 1100 Volt Grade in suitablePVC rigid pipe concealed in wall and ceiling

with PVC accessories in flush with wall with3mm thick hylum sheet cover for T.W switchbox 5Amps Flush Type Switch (Two Way) and


55/110

Lab Inside 1 x 2

Nearest Pole 1 x 15

Lab 2 x 2

Store 1 x 1

Staircase 1 x 1

Total

Lab 1 x 9

Lab 1 x 2

Wiring with 2 x 1.5 sq.mm.(22Nos/0.3mm.Dia)PVC insulated single core unsheated copperconductor cable of 1100 Volt Grade in suitablePVC rigid pipe concealed in wall and ceilingwith PVC accessories, in flush with wall, with150mm x 100mm x 113 mm T.W switch box and

3mm thick hylum sheet cover including 5A, 3pin non interlocking C.S plug including pin topwith continous earth connection of 14 SWG TCwire and making good of the concealed portionwith suitable colour forconealed PVC PLUGPOINT. (SD 36)

Supply and run of 4 x6 sq.mm.(56Nos/0.3mm.Dia) PVC insulated single coreunsheathed copper conductor cable of 1100 Von 7/20 G.I. bearer wire for service connectionmains (SD 66)

Supply and fixing of fancy glass shade and 40Wbulbs for B.H. point. (S.D.77)

Supply and fixing of single box type 4.40 W flufitting complete with copper choke andcondennor with T.W. blocks on wall or ceilingwith tube with PVC unsheathed copper leads

from terminals to the fitting. ( SCHEDULE OFRATES Ele. Item no.6 b )

Supply and fixing of Water Tight bulk headfitting ( Philips / Bajaj / K.Lite / CromptonGreaves ) suitable for incandescent lamp with60 W bulb.( sch. Of rates ele. Item no.18. )


56/110

Lab 1 x 1

Lab 1 x 1

Lab 1 x 1

Supply and fixing of 4 way SP DB of 16A perway with 16A DPIC Switch of 500 V ( Side handle) F & N suitable angle iron frame work withtrunking box MS cable entry box with earthconnection (SD No.142)

Earthing as per P.W.D. standard with anelectrode of 2 Mtr. Class 'B' G.I. Pipe of not lessthan 32mm. dia complete with necessarymasonry work. (S.D.No228 )

Supply and fixing of TNEB meter Board suitablefor 32A Three Phase service connection with 3Nos.32A Fuse unit ( 500V ) 32 A neutral link andearth link (1"x1/8" copper flat) on T.W.plank ofsize 600mmx450m x19mm .with supportingT.W. reepers of 1" thick an eigther side withpainting with suitable bolt and nuts for fixingthe T.W. plank on wall with earth connectionand inter connection with 7/20 P.V.C. insulatedcopper wire from E.B. meter to fuse unit.( S.D.No.123 )


57/110


58/110

7.00

37.10

2.75

0.15

40.00 M3

9.28

0.98

0.40

0.34 M3

11.00 M3

18.77

1.68

2.55

23.00 M3

8.19

0 72

ul

Contents


59/110


60/110

0.21

9.28

1.44

0.55

12.72

1.59

5.76

108.00

16.80

0.42

8.63

2.07

11.13

18.38

10.80

210.00 M2

0.82

0.07

0.08

9.03

10.00 M2

1.68

0.17

0.15

2.00 M3

0.16

0.021.06

0 08


61/110

13.00 M3

0.16

0.02

1.07

0.08

0.08

0.05

0.950.51

0.39

7.29

1.36

0.67

0.10

1.2714.00 M3

5.07

0.48

0.72

0.73

7.00 M3

1150.00kg1150.00kg

2300.00kg(or)23.00qlt


62/110

54.00

6.63

1.10

13.92

4.35

80.00 M2

10.80

6.48

7.20

5.40

0.12

30.00 M2

5.40

2.16

0.44

8.00 M2

5.40

11.60


63/110

108.00

16.80

11.14

3.12

5.76

3.551.63

150.00 m2

186.00

58.55

86.86

5.04

9.36

2.34

7.56

21.60

16.20

4.32

24.00

15.48

238.42

33.29

16.595.76

1 63


64/110


65/110

11.0920.50

8.32

5.15

3.96

2.89

52.00 m2

19.68

5.76

2.21

24.00

3.35

55.00

7.80

2.20

10.00 m2


66/110

1.00 m

25.00 m

12.00

3.00

15.00

9.00 m

1.00 m

10.00 m

30.00 m

15.00 m

45.00 m

1.00

5.00

4.00

4.00

4.00

4.00

4.00

3.00

4.00

4.00

2 00


67/110

4.00

4.59

0.56

0.72

0.13

6.00

54.00

5.57

8.28

2.15

70.00 m3

54.00

5.57

8.28

2.15

70.00 m3


68/110

4.27

12.80

3.60

26.00

6.00

6.00

2.00

1.00

5.00

20.00 nos

4.00


69/110

2.00 nos

15.00 m

4.00 nos

1.00 nos

1.00 nos

6.00 nos

9.00 nos

2.00 nos


70/110

1.00 nos

1.00 nos

1.00 nos


71/110


72/110


73/110

Min wall alround 1x1 38.94 0.23 3.18 28.46

Verandah portion 3 sides 1x1 16.97 0.23 3.20 12.49

D/d door opening 2x1 1.20 0.23 2.10 -1.16

D/d window W1 4x1 1.20 0.23 1.30 -1.44

D/d window W2 2x1 1.20 0.23 1.30 -0.72

D/d lintel portion

Senthil Final

Documents

Transcript of Senthil Final