Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Sep 2022
Closing Date20 Sep 2022
Tender AmountRefer Documents
Costs
EMD
₹ 3,43,000Document Cost
₹ 2,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ADAA_725867_2Bid Award Id
ViewTender No
14/2022-23Tender 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 Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%)
439
-
2869
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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.
5772
-
15.5
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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%
318
-
3524
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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%
95
-
4078
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Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (S.No-765 Chap-20 SOR 2022-23)
0.78
-
85000
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Laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical specification Clause 412 (PWD SOR 22-23 Chap-20 Item-4)
80
-
575
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Part-C (Drain 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-2022-23)
820
-
145
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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-2022-23)
150
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5250
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M-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. 2+5 SOR 2022-23)
415
-
5600
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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-582) SOR 2022-23
1410
-
190
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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. (Ch-5 S.No-4.1.3 SOR 22-23)
70
-
6500
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Cartage of Soil upto 8 Km.
660
-
184.08
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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 2022-23)
16
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8600
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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. 504).
19
-
8425
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Part-D (Development 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-2022-23)
162
-
145
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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-2022-23)
41
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5250
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M-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. 2+5 SOR 2022-23)
111
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5600
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Providing and laying D.P.C. 40mm thick with Cement concrete 1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). SOR 2022-23 Chap-7 Item-1
172
-
360
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M-150 brick in 1:4 Cement and coarse sand mortar in Super Structure 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. 2+5 SOR 2022-23)
84
-
6050
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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-582) SOR 2022-23
730
-
190
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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. (Ch-5 S.No-4.1.3 SOR 22-23)
6
-
6500
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Part-E (Water Line Work) :- 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 : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia (SOR 20-21 Chap-25 Item-12)
780
-
160
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CPVC Pipe (SCH-40) 100mm dia SOR 2022-23 Chap-21 item-9
780
-
1600
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CPVC Coupler Plain 100mm OD (SOR 22-23 Chap-21 Item-52)
10
-
12000
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CPVC Plain TEE 100mm OD (SOR 22-23 Chap-21 Item-29)
2
-
26000
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CPVC Plain Elbow (45 degree plain) 100mm OD (SOR 22-23 Chap-21 Item-19)
1
-
21000
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100mm dia meter (SOR 22-23 Chap-23 Item-20a)
6
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3500
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Constructing masonary Chamber brick work with common burnt clay F.P.S.(non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design - 60x60x75 cm Inside (SOR 2022-23 hap-23 Item-18a)
4
-
9000
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Part-F (Sewer Line 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-2022-23)
1030
-
145
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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-2022-23)
77
-
5250
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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. (Ch-5 S.No-4.1.3 SOR 22-23)
56
-
6500
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Supply and fixing of N.P.-3 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. 350mm dia (SOR 2022-23 Chap-1 item-31a+ Chap-20 item 10a)
715
-
1625
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600mm dia (SOR 2022-23 Chap-1 item-31b+ Chap-20 item 10b)
140
-
2635
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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) nished with a floating coat of neat cement complete as per standard design : (SOR 2022-23 Chap-25) (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame. (SOR 22-23 Chap-25 Item-19.7.1)
34
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10200
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(b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame. (SOR 22-23 Chap-25 Item-19.7.2)
48
-
18500
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