Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jun 2023
Closing Date1 Jul 2023
Tender AmountRefer Documents
Costs
EMD
₹ 44,800Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ADAA_814480_3Bid Award Id
ViewTender No
02/2023-24Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
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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.
600
11400
19
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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%
33
134871
4087
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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%
17.25
76676
4445
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Supply and Laying of 80mm I shaped precast Interlocking tiles of thickness 60 to 100mm (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. (CH-20 SL. No. 14 New Item SOR-2022-23)
306
255204
834
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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 SOR-2022-23)
121
17545
145
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Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 Coarse 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 SL No. 1 (S.I. No. 4.1.10) SOR-2022-23)
24.5
128625
5250
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Class-150 brick work in 1:4 Cement and Coarse sand of 2.25 fineness modulous 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.(CH-6 S.I. No. 6.1.1 SOR-2022-23)
61
341600
5600
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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. (CH-5 S.I. No. 4.1.3 SOR-2022-23)
2.5
16250
6500
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15mm thick Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat 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. (CH-13 S.I. No. 13.5.1 SOR 2022-23)
1 cement : 4 Coarse sand
204
41820
205
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Providing and fixing of 140 mm diameter PVC pipe conforming to IS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittings (CH-23 SL. No. 32 SOR 2022-23)
151
83050
550
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Supply of 140 mm dia D-Joint. (From Shastripuram)
4
616
154
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : (CH-25 SL No. 4 (S.I. No. 19.7.2) SOR 2022-23) (a) Inside size 1200 x 900mm and 900mm deep including C.I. Cover frame.
12
222000
18500
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RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work upto plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (CH-5 SL No. 10 (S.I. No. 5.1.2) SOR 2022-23)
2.5
20250
8100
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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. (CH-10 S.I. No. 504 SOR 2022-23) (a) 16mm to 32mm tor (TMT Bars) Fe-415
2
16850
8425
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 80 m : (CH-25 SL No. 12 (S.I. No. 2.10.1.2) SOR 2020-21) All kinds of soil - Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
302
57380
190
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Providing, laying and jointing of 200 mm diameter glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (CH-25 SL No. 1 (S.I. No. 19.1.3) SOR 2022-23)
151
67950
450
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Laying cement concrete 1:5:10 in haunching S.W. pipes including concrete for bedding necessary form work and curing complete. (CH-25 SL No. 2 (S.I. No. 19.2.3) SOR 2022-23) 200 mm dia
151
144960
960
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 upto date The finished surface to be level, uniform and free from streaks and holes. (CH-28 SL No. 2 SOR 2022-23)
25
15450
618
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