Irrigation And Waterways Department Tender

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Irrigation And Waterways Department - IWD Tender

Works
Civil And Construction
Eprocure
Opening Date15 Jul 2021
Closing Date29 Jul 2021
Tender Amount₹ 5,69,867 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Wbiw/ee-i/ldcd/e-nit-05 /2021-22 Sl 1

Description

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First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials a) In 1:4 cement proportion

58.22

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6193.45

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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](ii) With 1:4 cement mortar.(b) 15 mm thick plaster.

212.63

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176.72

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor(a) One Coat

212.63

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35.52

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primerIn Ground floor (Two Coat) a) Normal Acrylic Emulsion

212.63

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75.79

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

81

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403.84

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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.

16.2

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1139.53



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