Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date6 Feb 2019
Closing Date13 Feb 2019
Tender Amount₹ 39,03,000
Costs
EMD
₹ 78,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ADAA_304068_1Bid 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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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%
430
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3740
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Providing and laying hot applied thermo plastic compound 2.5mm thick including refletrorising glass beads @ 250 gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per I.R.C. 35, The finish surface to be level, uniform and free from steaks and holes, composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of work as direction E/I.
390
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550
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P/F of glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic Styrene Acryloretrite) or HIP (high impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by E/I. The glow studs shall support a load of 13635 Kg. tested in accordance with ASTM D4280. The slope of retro reflective surface shall be 35+/-5 degree to base. The reflective panels on both sides with at least 12cm. of reflective area up each side. The luminance intencity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS:873 part-4 :1973. The studs shall be fixed to the road surface using the adhesive confirming to IS, as per direction of E/I. DSR 16.50 2016
900
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159.5
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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into 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 Royalty of earth also (S.I.No.251) SOR-2014-15
110
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120
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Class-150 brick in 1:4 Cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. (S.I No. 305) SOR 2014-15
2
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4500
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12 mm thick cement plaster in 1:4 cement coarse sand 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)
50
-
130
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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (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. 279a)
1
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6050
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P/Laying of I shaped precast rubber moulded Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT (SOR 2015-16)
50
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1010
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