Agra Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Agra Development Authority - ADA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Jan 2024
Closing Date18 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 45,500Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ADAA_877540_2Bid Award Id
ViewTender No
34/2/2023-24Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, plers, abutments, posts and struts etc, including cost of centering, shuttering, finishing and excluding reinforced :- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (CH-5 S.I. No. 5.2.2 SOR 2023-24) (i) upto plinth level
29
242150
8350
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 : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40mm nominal size). (CH-5 S.I. No. 5.1.2 SOR 2023-24)
16.5
135300
8200
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)
4.5
39150
8700
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).
59
497960
8440
Road :- 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+231a)
300
97224
324.08
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%.
84
229908
2737
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%)
84
240996
2869
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.
840
13020
15.5
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%
47
165628
3524
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%
25
101950
4078
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 23-24 Chap-20 Item-4)
30
17400
580
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 2023-24)
0.06
5160
86000
PART-B :- Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (SOR 2023-24 Chap-4 SI.no-259)
180
1080
6
J,C.B. Machine with driver including P.O.L. (SOR 2023-24 Chap-2 Item-27) 15 per month x 12 = 180.00
8
10000
1250
Sweeper (Full Time) for cleaning of rubbish (SOR 2023-24 Chap-2 item-24)
30
13500
450
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)
36
5400
150
Tractor trolley with driver including P.O.L. (SOR 2023-24 Chap-2 Item-25)
3
5400
1800
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 SOR 2023-24)
2
11300
5650
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, including cost of form work. ln Foundation and floors-completion of the work as per direction of the E / I. (Ch-5 S.No-4.1.2 SOR 23-24)
2
13800
6900
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
180
35100
195
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
675
10462
15.5
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%
63
256914
4078
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements