Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Eprocure
Opening Date18 Feb 2019
Closing Date14 Mar 2019
Tender Amount₹ 5,05,99,959 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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All kind of soil. (i)Good Earth (AR)

9403.44

1669110

177.5

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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

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DSR-13/16.2/P-262)

15732

146307

9.3

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Granular Sub-Base by providing close graded material (table:-400-1 Grade-I)

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A. Plant Mix Method

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Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)

7109.49

13801368

1941.26

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Wet Mix Macadam:

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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 as per Technical Specification Clause 406 of MORTH/(AR/GNIDA)

9605

18515078

1927.65

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Surface Dressing:

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder 80/100 @ 1.20 Kg. laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. (MORTH-510/A.R./GNIDA) Case-1: 19mm nominal chipping size

37400

3844720

102.8

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Tack Coat

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Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.25kg p[er sqm on prepared bituminous/granualr surface cleaned with mechnaical broom.

37400

517990

13.85

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Close Graded Premix Surfacing/Mixed Seal Surfacing

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Mechanical means using HMP of appropriate capacity not less tham 75tonnes/hour.

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providing and laying rolling of close-grade premix surfacing material of 20mm thickness compared of 11.2mm to 0.09mm (type-a) or 13.2mm (type-b) aggregates using penetration grade bitumen to the required line.grade and level to serve as wearing course on a previously prepared base,including mixing in a suitale plant. laying and rolling with a smooth wheeled rooler 8-10tonne capacity and finishing to required level and garde.

37400

9366830

250.45

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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DSR-13/16.7.1/P-262)

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a) with bricks of class designation 150 DSR-13/16.7.1

3400

430950

126.75

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)

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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)

77.78

304948

3920.65

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Brick work with bricks of class designation 150 in foundation and plinth in:

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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)

117.3

545034

4646.5

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

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(DSR-13/16.69/P-274)

149.6

783447

5236.95

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Add labour cess @ 1% on all above items

50098969.57

500989

0.01



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