Gorakhpur Industrial Development Authority Tender

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Gorakhpur Industrial Development Authority Tender

Works
Eprocure
Opening Date29 Dec 2018
Closing Date5 Jan 2019
Tender Amount₹ 1,10,77,212 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Construction of Subgrade and Earthen Shoulders (with royalty)

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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead 5 Km)

605.35

97461

161

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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

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-

-

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

298.69

1354170

4533.7

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Wet Mix Macadam

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-

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

248.91

1176049

4724.8

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Prime Coat

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-

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

1991.3

53964

27.1

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Tack Coat

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-

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Providing and applying tack coat with bitumen VG 30 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1991.3

25886

13

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Open - Graded Premix Surfacing

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-

-

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

1991.3

363810

182.7

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Seal Coat

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-

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Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.

1991.3

112309

56.4

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Brick edging on both side of road with Ist class bricks 8cm. Wide 12cm. Deep as per SI No. 765.

0.52

33540

64500

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Brick on edge pavement on patries with bricks laid dry joints filled local sand including preparation of base to proper slop and ets raimming spreading a layer of 1cm. Dep[th of local sand over the sub grade including supply of all material, labour and tnp etc. SI. No. 763

312.36

156180

500

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E/W excavation in foundation for drain SI No. 251.

964.57

115748

120

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Same as item no.1 but one extra lead or lift and including pumping out after as required SI No. 254.

74.95

10193

136

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P.C.C. 1:3:6 with 40 mm. stone ballast coarse sand & cement in foundation SI No.280.

57.7

343315

5950

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Brick work 1:3 cement & coarse sand in foundation SI No. 307.

136.8

692208

5060

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R.C.C. 1:1.5:3 with cement , coarse sand & 20 mm. stone grit SI No. 289.

12.6

120330

9550

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M.S. or iron work in plain work such as R.C.C or R.B. as per SI No. 504

14.85

69795

4700

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2.5cm. Thick plain cement concrete floor in 1:2:4 SI No. 601a.

378.7

88994

235

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P.C.C. with 20mm. Stone grit coarse sand & cement 1:2:4 SI No. 282.

13.72

102900

7500

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Struck pointing in 1:2 cement & fine sand SI No. 574.

44.35

7761

175

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Same item no. 9 but flush pointing SI No. 575.

63

9135

145

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Finishing wall with cement paint with three coat SI No. 660.

44.35

1995

45

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Concrete with 4cm gauge Brick balast, sand of 1.25 F.M. and cement in proportion of 10:5:1 in foundation. SI No. 274

122.63

414489

3380

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Ist class brick work in 1:4 cement mortor with cement and coarse sand in foundation upto plinth. SI NO 305

675.95

3075572

4550

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12mm plaster with 1:4 cement and coarse sand including neet finish as per SI NO. 583A+DSR 13.18.

2093.7

366397

175

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Total

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9792443

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Add GST @12%

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1175093

-

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Total With GST

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10967536

-

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Add 1% Labour CESS

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109675

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G. Total

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11077212

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