Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Eprocure
Opening Date28 Dec 2018
Closing Date8 Jan 2019
Tender Amount₹ 19,23,000 
Notes
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Costs

Description

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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone grit (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279)

18.5

117475

6350

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12 mm thick cement plaster in 1:4 cement & coarse sand in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive (SI.No-582II)

240

36000

150

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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. (As Per P.W.D.S.I No. 253).

296

42920

145

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Cartage of Earth earth Including Loading and unloading but excluding on Pacca road. 8 Km.Lead

152

26387

173.6

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Construction of granual sub base (GSB) by providing, laying, spreading and compacting specified graded crushed stone in sub base course including premixing the material at OMC in mechanical mixer (pug mill) including carriage of mixed material, laying in uniform layers with motor graded on a prepared surface and compacting with power roller to achieve the desired density including all material, labour, machinery, lighting guarding barricading and maintenance of diversion complete of as per MORT&HT technical specification clause no -401. ( grading 53mm-9.50mm 50%, 9.50mm-2.36mm 20%, 2.36mm and below 30%)

40

104800

2620

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to O.M.C. in mechnical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H specification No. 406 (S.I. No. 4.12 (table-400-11) material (For grading -I) 53mm-22.4mm 30%, 22.4mm-4.75 40%, 2.36mm and below 30%.

222

603174

2717

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributer at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

2000

20400

10.2

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Providing and Laying bituminous macadom with 60-90 T.P.H. batch type H.M.P. Producing an average output of 75 tonnes per hour using crushed aggragate of specifide grading premix with bituminious binder 3.30% percent VG-30 by weight of total mix and filter transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tan tom rolars to achieve the disired compaction as per MORTH specifition clause No. 501.60+501.70 complete in all respects. (Grading II-19mm nominal size) design mix is necessary before execution of work) 25-10mm stone grit 40%, 10-5 mm 40% 5.00 and below 20%

110

303600

2760

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Providing and laying semi dense Bituminious concrete with 60-90 TPH Batch type HMP producing an average out put of 75 tonnes per hour using crushed aggragate of specifite grading premixed with bituminious binder @ 4.50% of mix and filter transporting the hot mix to work site. laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tan dem rolars to achieve the disired compaction as per MORTH specifition clause No. 508 complete in all repects (VG-30 Bitumen 4.5%) 9.50-4.75mm 57%, 4.75mm and below 41% filler 2%

58

179800

3100



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