Bhiwadi Integrated Development Authority Tender

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Bhiwadi Integrated Development Authority - BIDA Tender

Works
Eprocure
Opening Date26 Oct 2019
Closing Date11 Nov 2019
Tender Amount₹ 90,00,000 
Notes
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Costs

Description

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BOQ Items

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Carriage of Materials such as earth, morroum, lime, sand etc.

911

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41.7

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

525

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2453

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Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand)

177.48

-

2554

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Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand)

18.42

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2871

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Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and all sides are free

18.42

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191

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Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I Material

910.36

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624

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. WBM Grading IBy Manual Means

123.74

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832

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. WBM Grading III By Manual Means

92.8

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1036

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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .

544

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114

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

9.18

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3454

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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

40.8

-

118

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Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm as per drawings and Technical Specification Clause 1504.

5500

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594

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Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

1500

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739

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Construction of un-reinforced dowel jointed at expansion asn construction joint only plain cement concrete pavement thickness as per desing over a prepared sub base, with 43 grade cement or andy other type as per clause 1501.2 M30 (grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer or not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the fromwork as per drawing ) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction as expansion joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days

247.48

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5850



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