Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Eprocure
Opening Date18 Sep 2024
Closing Date23 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 32,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ADAA_956666_2Bid Award Id
ViewTender No
07/2024-25Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
... More
Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors (SI.No-5 Chap-7) SOR 2023-24
6
6900
41400
... More
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-3 Chap-13) SOR 2023-24
117
195
22815
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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(i) SOR 2023-24)
3
8700
26100
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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).
3
8440
25320
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Road Work :- Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. (SOR 2023-24 Chap-4 SI.no-253)
50
140
7000
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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-2023-24)
32
5325
170400
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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 trp to plinth level : 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Chap-5 SI No- 5,1.2 SOR 2023-24
32
8200
262400
... More
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).
21
8440
177240
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Construction of granual sub base (GSB) by providing coarse graded material spreading in uniform layers with moter grader surface, mixing by mix in place method with rotavator at OMC & compacting with vibratory power roller to achieve the desired density, complete as per clause Table-400-2 S.N. 4.2 (C) MORT&H specification no. 401(For Grading-I), 53mm-26.5mm, 35.00%, 26.5mm - 4.75mm, 45%, 2.36mm and below 20%.
18
2737
49266
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Laying of I shaped precast Interlocking tiles of thickness 80mm (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 (CH-20 Item No. 19 SOR 2023-24)
80 mm (Rubber molded Grey)
118
834
98412
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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)
48
160
7680
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P/L of 100mm CPVC pipe ( SOR 23-24 Chap-21 item-9)
50
1465
73250
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CPVC Plain TEE 100mm OD (SOR 23-24 Chap-21 Item-29)
1
2166
2166.67
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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 23-24 Chap-23 Item-13a)
1
3500
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 2023-24 chap-23 Item-16a)
1
9000
9000
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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-2023-24)
96
150
14400
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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-2023-24)
6
5325
31950
... More
Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors (SI.No-5 Chap-7) SOR 2023-24
3.2
6900
22080
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Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900 (SOR 2023-24 item-11 Chap-20)
75
2450
183750
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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 2023-24 Chap-25) (a) Inside size 1200 x 900mm and 900mm deep including C.I. Cover frame. (SOR 23-24 Chap-25 Item-19.7.2)
4
18500
74000
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Constructing masonry Chamber 60x60x75 cm lnside 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.l. surface box 100mm top diameter, '100 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 nrortar:3 (1 cement: 3 coarse sand) 12 mm thick, iinished with a floating coat of neat cement complete as per standard design (SOR 2023-24 Chap-23 Item-16a)
4
3000
12000
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