Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 5,30,013.8 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Construction Of Temporary Approach Road, Land Development And Allied Works Related To The 2nd Tubewell Site Of Panakua Pwss To Accommodate Fhtc In Bishnupur-i Block

Description

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BOQ Items

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Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. (i) Using Eucalyptus bullah

60

1244

74640

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Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth

3

5367

16103.1

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster

60

171

10302.6

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Supply of Silver Sand and stacking at site.

28

800

22400

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Supplying empty Cement bags in good condition

1000

3

3300

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Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

1000

3

3500

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm) nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety

3.75

5900

22125.83

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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). Note: Add cost at site of 0.90 m3 of brick aggregates and 0.48 m3 of medium sand (loose volume) to arrive at the consolidated rate.

103

2037

209870.74

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Add GST @ 18% on all item

1

80049

80049.07

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Add CESS @ 1% on all items including GST

1

5247

5247.66



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