Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date17 Apr 2018
Closing Date7 May 2018
Tender Amount₹ 87,81,000
Costs
EMD
₹ 1,75,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ADAA_189596_3Bid Award Id
ViewTender No
02/2018-19 dt-09.04.2018Tender 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 applying tack coat with bitumen VG-10 using bitumen pressure distributer at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
11600
-
9.9
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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. 25-10mm 40%, 10-5mm 40%, 5mm & below 20%
631
-
2810
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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%
330
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3230
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.(Rates includes royalty of earth but excluding cost of earth.) (S.No-253a)
465
-
105
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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.(S.I.No.251) rate including royalty of earth.
790
-
120
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Disposal of Excavated earth Including Loading and unloading but excluding on Pacca road. 1 Km.Lead
1025
-
68.4
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Providing and laying cement concrete in 1:5:10 (1 cement : 5 fine sand : 10 stone Ballast 40 mm nominal size) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 274)
102
-
3750
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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. 305a)
317
-
4500
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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)
3200
-
130
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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)
40
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6050
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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 Slab excluding supply of reinforcement and its bending but including its fixing and binding of the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labours, T & P etc. required for proper completion of the work (S.I No. 284a)
25.5
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7850
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Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level. All compete as per direction of E/I. (S.I No. 504b).
25
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4871
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Supply and Fixing of Ferro cement manhole cover 600mm dia with frame heavy duty, all complete as per direction of E/I.
120
-
1550
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Supply of Sweeper full time.
70
-
300
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