Urban Administration And Development Tender

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Urban Administration And Development Tender

Works
Eprocure
Opening Date14 Jun 2019
Closing Date29 Jun 2019
Tender Amount₹ 5,56,000 
Notes
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Costs

Description

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U.A.D.D S.O.R. Item NO.11.1 page130 P/L and Jointing salt glazed stone ware (S.W.) pipes socket and spigot ISI marked as per IS 651-2007 SP1 class with stiff cement mortar 1:1i/c testing of joints etc. 200 mm Dia

100

45630

456.3

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Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. [ Conforming to IS ; 458-1988, ISI marked laying as per IS 783:1985) 200 mm dia

70

30492

435.6

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U.A.D.D.S.O.R.ItemNO.15.17page155 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (a) In foundation and plinth M- 7.5

10

28908

2890.8

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Filling with moorum for pipe bedding or over the pipe including supply of moorum

80

41040

513

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U.A.D.D.S.O.R.ItemNO.15.18(a)page155 Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone including cost of centering & shuttering. (a) In Plinth & foundation M-15

15

58333

3888.9

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U.A.D.D S.O.R. Item NO.16.10 page163 Labour only for fixing in position Cast Iron Manhole Covers & frame conforming to IS-1726.

6000

21600

3.6

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U.A.D.D.S.O.R.ItemNO.15.24.(b)page155 Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm2 and water absorption not more than 25% in foundation & plinth. In Cement Mortar

25

78727

3149.1

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U.A.D.D S.O.R. ItemNo.15.25.(a)page156 PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing including cost of form work complete. ii 1:4(Cement 1: Sand 4)

90

8829

98.1

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U.A.D.D S.O.R. Item NO.15.8(b)page 151 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth i/c consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils

50

855

17.1

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U.A.D.D S.O.R. ItemNo.14.9.4 page145 P/F of ISI marked pre cast reinforced cement concrete manhole cover i/c frame and transporting at site, cost of all material etc. (A)560 mm dia extra heavy duty

20

31320

1566

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U.A.D.D S.O.R. ItemNo.14.9.4 page145 P/F of ISI marked pre cast reinforced cement concrete manhole cover i/c frame and transporting at site, cost of all material etc. (B)450x900 mm Extra heavy duty

25

76140

3045.6

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U.A.D.D S.O.R. Item NO.14.7 page145 Making connection of drain or sewer line with existing service lines manhole i/c breaking into and making good the walls, floors etc. with cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size plastered with Cement Mortar 1:3 (1 Cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete. (A)100 to 150 mm dia pipes

5

1444

288.9

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U.A.D.D S.O.R. Item NO.14.7 page145 Making connection of drain or sewer line with existing service lines manhole i/c breaking into and making good the walls, floors etc. with cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size plastered with Cement Mortar 1:3 (1 Cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete. (B)250 to 300 mm dia pipes

5

1629

325.8

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Transportation of Excavated Earth work and other material upto 3 km

20

1980

99

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U.A.D.D S.O.R. Item NO.14.6.2 page144 Providing MS/CI foot rests and fixing in manhole with CC blocks of Cement Concrete grade M-10 (Nominal Mix) with stone aggregate 20 mm nominal size of size 20x20x10cm(B) With 20mm round bar foot rest (average weight of 1 foot rest 1.85kg

66.1

4223

63.9

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U.A.D.D S.O.R. Item NO.4.1 page 34 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

20

82692

4134.6



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