Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Eprocure
Opening Date6 Dec 2021
Closing Date13 Dec 2021
Tender Amount₹ 1,56,56,000 
Notes
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Costs

Description

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BOQ Items

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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.

16000

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9.2

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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%

880

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2799

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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%

460

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3156

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Providing and laying hot applied thermoplastic 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- 1997, the finished surface to be leveled, uniform and free from steaks and holes as per MORT&H specification (2001) No. 803 and also including cost of all type of material, labour T&P etc. Required for proper completion of the work.

300

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504

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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 cats eye 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 item 16.50 (2016)

1200

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163

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RCC Nala Work:- 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) SOR-2020-21)

2450

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135

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Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of iron work in foundation and floors completion of the work as per direction of E/I. (CH-5 S.I. No. 4.1.10 SOR-2020-21)

214

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5000

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RCC work Providing and laying in position specified grade of in R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). (CH-5 S.I. No. 5.1.4 (287) SOR 2020-21)

305

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6800

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Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, band, staircesss and spiral stair cases above plinth level upto floor five level, including the cost of centering, shuttering, finishing and reinforced, with :1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone). (CH-5 S.I. No. 5.3 SOR 2020-21)

307.5

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8500

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RCC work Providing and laying in position specified grade of reinforced cement concrete, slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor lable: 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone) (CH-5 S.I. No. 5.1.2 SOR 2020-21)

24

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8350

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Reinforcement of 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 waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. (2) 10mm to 12mm tor (TMT Bars) Fe-415 (Analysis rate SOR-2020-21)

750

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6200

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Disposal of surplus earth 8.00 km lead.

1470

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173.6



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