Urban Administration And Development Tender

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Urban Administration And Development Tender

Works
Eprocure
Opening Date27 Nov 2020
Closing Date28 Dec 2020
Tender Amount₹ 4,40,19,697 
This is an estimated amount, exact amount may vary.
Notes
Download

Costs

  • EMD

    ₹ 59,134
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 697

Description

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503. iii) @ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed.

5880

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12.6

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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of section-504 ii) for Grading II( 50-75mm thickness ) bitumen content 3+B27:B28.4%

294

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5153.4

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5.13 Providing, laying and rolling of close- graded premix surfacing/mixed seal surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumento the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade and as per relevant clauses of section-512. i) with 60/70 bitumen

5880

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135

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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.6 Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate

117.6

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2890.8

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5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, uttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor two level excluding cost of centering, shuttering, finishing and reinfor cement 5.2.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

333.2

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4545

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20.1 Centering and shuttering including strutting, propping etc.and removal of form for : 20.1.1 Foundations, footings, bases of columns, etc. For mass concrete.

41.4

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124.2

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5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete.

13078

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54

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13.3 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. [ Conforming to IS ; 458-1988, ISI marked laying as per IS 783:1985) 300 mm dia

150

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744.3

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2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. 2.1.1 All kinds of soil

2280

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24.3



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