Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 8,70,141 
Notes
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Costs

Summary

Construction Of Culvert Near Bangdaki Beat Office, At Part No 13 By 249 Under Purba Kathalbari Gp

Description

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Documents
WBZP/19-EE/APD/2024-25 Dated-15-01-2025
CONSTRUCTION OF CULVERT NEAR BANGDAKI BEAT OFFICE, AT PART NO 13 BY 249 UNDER PURBA KATHALBARI GP WITHIN ALIPURDUAR I PS IN ALIPURDUAR DISTRICT
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BOQ Items

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Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-15 Grade using concrete mixer

81.65

4359

355979.29

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Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-25 Grade using concrete mixer

22.4

4970

111360.12

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Boulder appron laid in wire crates Providing & laying boulder appron laid in weir crates made with 4mm dia GI wire conforming to IS 280 & IS 486 in 100mm x 100mm mesh (weaved diagonally) incl 10% extra for laps & joints laid with stone boulder weighing not less than 40 kg each

15.12

1489

22521.24

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Supplying fitting & placing HYSD bar reinforcement in bridge super-structure incl initial straightaning of coil bars, removal of loose rust (if Any) cutting to requisite length bending, binding with annealed wire not less than 1mm in size & conforming to IS 280 at every intersection hooked & bend to correct shape & placed on forms etc. incl cost of black annealed wire & cost of loading unloadin carriage of all steel materials complete as per drawing & technical specification with TATA/SAIL/RINL

1.3

65042

84555.29

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Providing weep holes in brick masonry / plain/ reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing & technical specification.

20

115

2300

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Painting the vertical end faces of posts wheel guards or railing or parapet with alternate bands of different colours as directed by EIC with approved synthetic enamel paint (b) Two coats

60

99

5940

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Earth work in excavation from borrow pits ( land owned /arranged by the deptt.) and depositing in layers of 250mm thickness 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 initial lift up to 1.5 m making bunds at top as directed dressing completed.Lead 500 m (borrowpit measurment)

300

217

65220

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Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge.

1

2230

2230

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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.

75.26

92

6923.92

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Add GST@18%

1

131419

131419.33

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Add CESS@1%

1

8615

8615.27



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