Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date6 Feb 2019
Closing Date13 Feb 2019
Tender Amount₹ 1,37,21,000
Costs
EMD
₹ 2,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ADAA_304068_4Bid Award Id
ViewTender No
31/2018-19Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %. (P.W.D. Schedule 2017-18)
342
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2620
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Supply and Laying 80 mm thick rubber molded of I shaped precast inter locking tiles (compressive strength not less than 30 Mpa and weight 4.50kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope. filling joints with local sand all complete .(P.W.D. Schedule 2017-18)
1510
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800
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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift up to 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth in to the trenches in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches. (Rate including Roylty of earth also) ((P.W.D. Schedule 2017-18, SI-251)
450
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130
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Excavation in foundation insoil mixed with mooram shingle kankar requiring the use of special tools and plants such a pick axes subbals etc including, lift up to 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth in to the trenches in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches. (SI-252)
561
-
135
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Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (P.W.D. Schedule 2017-18, S.I No. 281)
104
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5100
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Providing and laying cement concrete in 1:1½:3 of not less than strength of M-200 stone grit (2cm 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 E/I. (S.No.279 b) (P.W.D. Schedule 2017-18)
16
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6711
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R.C.C work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply or all materials abour and TY & P etc. required for proper completion of the work strength of the concrete shall be not less than M-200. (284) ( A ) Raft Foundation
207
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7450
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( B ) Column
405
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8700
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( C ) Slab
19
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8350
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Mild street or iron work in plain work such as reinforced concrete or reinforced brick ( when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized overlapping shall be measured up to floor two (S.I.No-504).
496
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5910
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Providing, laying, spreading and compacting greded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site. Laying in uniform layers in sub-base course on a well prepared underbase and compacting with power vibratory rollar to achive the desired density including lighting, guarding, barricating and maintenance of diversion etc. (Presanctioned rate) grading I density 2.2 ton/cum grading 53-22.40 mm @ 30 % , 22.40 - 4.75 mm @ 40% 2.36 mm and below @ 30 %
231
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2717
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm using mechanical means.
1615
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23.7
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Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with mechanical broom including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503
6644
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11.7
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Providing and laying 50 mm thick average) Bituminous Macadam with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours useing crushed aggregate of specified grading (25-10 mm 40%, 10-5 mm 40% , 5mm and below 20%) premixed with bituminous binder @ 3.3 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No- 508 complete. in all respcts.
366
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2922
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Providing and laying 25 mm thick (average) Semi dense bituminous concrete with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours using crushed aggregates of specified grading (9.50-4.75mm @ 57%, 4.75mm and below 41 %, Filler -2%) premixed with bituminous binder @ 4.5 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No- 508 complete. in all respcts.
192
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3324
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