Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Eprocure
Opening Date17 Oct 2020
Closing Date6 Nov 2020
Tender Amount₹ 25,01,178 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Hire and labour for shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross0drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction

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-

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(a) Where stgging is required

120

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354

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(b) Where stagging is not required

245

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214

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Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removing of loose rust(if any), cutting to requisite length bending , binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annaealed wire and cost of loading, unloading , carriage of all steeel materials complete as per drawing and technical specifications.

4.6

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67540.5

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Supplying, fitting and placing un-coated HYSD bar reinforcement in Sub Structure including initial straightening, straightening of coils bars, removing of loose rust(if any), cutting to requisite length bending , binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annaealed wire and cost of loading, unloading , carriage of all steeel materials complete as per drawing and technical specifications.

2.7

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67673.5

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Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Super-Structure including initial straightening, straightening of coils bars, removing of loose rust(if any), cutting to requisite length bending , binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annaealed wire and cost of loading, unloading , carriage of all steeel materials complete as per drawing and technical specifications.

3.2

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68591.54

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Plain/ Reinforced Cement Contrete in Open foundation with or without reinforcements, in any part of foundation of bridges/culverts with graded stone ships of approprite nominal sizes, including screening and cleaning of coarse aggregates, fine affregate quality and cement , as necessary cost of curing with water, including cost and carriage of all materials and inclusing preparation of design mix, approval of the same and cost for quality control, samling, testing etc. including cost of formwork by excluding reinforecement complete as per drawing.

163.61

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4219.35

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Plain/Reinforced Cement Contrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (Sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary including labour cost and carriage of all materials and including preparation design mix, approval of the same and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specification D] RCC Grade M20 (i) Height upto 5m.

105.02

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4577

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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing sall/ rerutn wall with 100 mm dis AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification

26

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155

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Filling properly empty sausage create with boulder

58.74

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1240

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Weaving wire mattress as directed with wire 4 m.m. dia

350

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201

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Earthwork in excavation from borrow pits(Land owned/arranged by the department) and depositing in layers of 250 m.m. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and intial lift up to 1.5 m making bunds at top as directed dressing complete(Borrow pit measurement) (i) in ordinary soil

500

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114.9

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Add GST @ 12 %

1

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265330

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Add LWC @ 1 %

1

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24764



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