Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Civil And Construction
Eprocure
Opening Date20 Jun 2019
Closing Date28 Jun 2019
Tender Amount₹ 25,06,000 
Notes
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Costs

Description

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 (2017-18)

2100

68040

32.4

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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 labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached. (2017-18)

63171

656978

10.4

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Providing and laying of Bituminous Macadom with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specified grading as given below, Primixed with Bituminous Binder @ 3.30% of mix and filter, 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 roller to achieve the disired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respects 50mm to 80 mm thick using VG-30 Bitumen (Grading 19mm nominal size) 25-10mm 40% 10-5mm 40% 5mm and below 20% 2017-18

3150

8873550

2817

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Providing and laying Semi Dense Bituminious Concrete with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Using Crushed stone aggregates of specified grading as given below, premixed with Bituminous Binder @ 4.50% of mix and filter, 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 tan tom rolar to achieve disired compaction as per MORTH specification clause No. 508 complete in all respect 25 mm thick using VG-30 Bitumen, 9.5-4.75mm 57per cent 4.75mm and below 4.1% filter 2% 2017-18

2192

6944256

3168

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Dismantling but floor to be stone flagged or tiled floor. including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (S.I. No. 703, SOR-2017-18)

1800

117000

65

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Providing and Laying of 80mm thick Rubber Moulded I shaped precast Interlocking tiles (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 Chapter-20 S.I. No. 694, SOR 2017-18)

4869

4284720

880

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Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (S.I. No. 892 SOR-2017-18)

33

33000

1000

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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

28

13272

474

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Deduction of Cost Brick. (chapter No.01 IS. No.2(c)) thosand

5.15

-29366

-5700

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Deduction of Cost Bats. (chapter No.01 IS. No.2(c))

16.8

-14280

-850

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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (Fine sand not less than in 1.25 FM)

18

77400

4300

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Class-150 brick work in 1:4 Cement and coarse sand of 2.25 finessmodulus 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 2017-18

44

206800

4700

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Pointing on brick work on eadge floor with cement mortar 1:2 (1cement :2 coarse sand) (B) Ruled pointing (S.I. No. 518b SOR-2017-18)

171

26505

155

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R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (One part of Cement, 1.5 Part of Coarse Sand and Three Part of 2cm Stone Grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-15 grade.(Chapter 5 S.I.284a) SOR 2017-18

33

275550

8350

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Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level. (Chapter- 10 SI. No- 503) SOR 2017-18 (ii) 10mm tor to 20mm tor (TMT Bars)

39

243009

6231

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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 directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (Rate including Royalty of earth also) (as per Item No. 251 SOR 2017-18) (Nali ki safai)130+130x25%=162.50

1730

224900

130

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Cartage of earth up to 1Km. From site ( Chapter- 3 SI. No- 231a a) SOR 2017-18

2577

195852

76



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