Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Eprocure
Opening Date21 Jul 2018
Closing Date28 Jul 2018
Tender Amount₹ 1,36,35,000
Costs
EMD
₹ 8,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Parking On Both Side Of P D Tandon Park At Tulsi Chauraha,Side Patri From Fire Station Chauraha To Niranjan Dot Pul And Divider From Tulsi, Lohiys Chauraha To Johnston Ganj Allahabad
Description
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Contact
Tender Id
2018_ADAUP_231563_1Bid Award Id
ViewTender No
ADA/TulasiChauraha/28718Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
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Documents
BOQ Items
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Supply and Laying of Trimix flooring on open Parking 150 mm thick ,base concrete with cutting groovesetc. All complete as directed by Egineer Incharge(AR)
2800
5880000
2100
... More
Construction of granular sub-base (GSB)in two layers by providing coarse graded material as per table 400-2 (grading-1) of MORT and H specification mixing by mix-in-place by at OMC Carriage of mixed material to site spreading in uniform in two layers with mortar graded (110 HP @ 50 cum per hour) on prepared surface and compaction with vibratory roller of 8-10 tonnes to achive the desired (minimum 98% of maximum dry density for the material ) including suplly of all materials, Labour,T&P etc. required for proper completion of the work as per clause 401 of MORT & H specification and as per direction of E/I (AR)
349
619824
1776
... More
Supply of 80 mm thick RUBER MOULDED Mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200 X 160 X 80 mm with minimum 5 mm thick toppoing of O.P. cement mixed with 25% marble powder. The compressive stenght of concrete paver block shall not be less than 30 MPa & kg/no. including cost of all material,breckage labour, T&P & all taxes etc.
3500
73500
21
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Laying of interlocking tiles of thickness 80 mm including levelling and dressing of surface to required level and slope, filling joints with local sand including the cost of all labour, T&P etc. complete but excluding the cost of all material (labour only.)
3490
349000
100
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SUPPLY OF LOCAL SAND
257.6
122360
475
... More
Excavation in foundation in ordinary soil (loam clay or sand)including lift up to 1.50 M. and lead up to 30.00 M. including filling watering ramming of excavated earth in to the trenches or in to the plinth and removal &disposal of surplus earth as directed by the Engineer inchargeup to a distance of 30.00 M. from the foundation trenches.
155.93
22609
145
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Cement Concrete with 40 mm gauge Approved stone ballast coarse sand and cement in prapotortion of 8:4:1 including supply of all materials,labour,tools & plants etc. required for proper complition of the work. (SI NO.281/2018)
35
157150
4490
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M-150 B/W in 1:4 cement & fine sand of 1.25 FM morter in foundation i/c supply of all materils,labour,T & P etc. required for proper complition of the work.
72
306720
4260
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Struct pointing with cement mortar consisting 1:2 cement and fine sand of 1.25 FM I/C supply of materials, Labour , T & P etc. required for Proper completion of the work. (SI.No.574/2018)
310.5
46575
150
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Cast RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in DRAIN COVER WITH HOLE excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI. No. 284-283A+282/2018)
25.2
195300
7750
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Mild steel or iron work in plain work such as RCC or RB work including bending for proper shape and incuding supply of steel & its wastage bend , hooks and autherised overlapping shall be measured andincluding cost of binding wire (SI NO. 504/2018)
363.14
1944983
5356
... More
Surplus earth of malwa up to 8 km distance( SI NO. 231/18)
2922.13
634101
217
... More
Providing and Laying 160 mm and PVC pipe complete (AR)
100
56000
560
... More
Supply of Pre moulede Mechanically Compressed Controlled Vibration Kerb Stone Compressing upper tapered of plan size 400 x 250 x 125 The compressive strength of kerb stone shall not be less than 20 MPa & by wieght not less than 3.5 kg. /No. I/C cost of All material, labour , T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding U.P.T.T which shall be paid extra as per rules
1600
136000
85
... More
Fixing of Kerb stone I/C cost of all material labour , T & P etc. required for proper completion of the work as directed by Engineer In charge but excluding the cost of kerb stone
400
40000
100
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Mild steel or iron work in heavy size such as trusses,buil up gates,MS Grills, record racks etc. incuding welding where necessary and fixing required for proper complition of the work (SI NO. 503/2018)
400
23688
59.22
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Cartage of old inter locking tyles up to 3.0 km.
118.65
31986
269.59
... More
R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in collumn or wall excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.
283.2
2492160
8800
... More
Dishmentaling of B/w I/C stacking of dishmentaled material with in 60 m. distance as directed by E/I.
60
24000
400
... More
Dishmentaling of RCC OR RB WORK I/C stacking of dishmentaled material with in 60 m. distance as directed by E/I.
66
52800
800
... More
Providing Birla putty for given smooth surface of walls complete as per directin of E/I.
1885.5
150840
80
... More
Finishing wall with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour T&P etc required for proper completion of the work. (SI. 660 + 661/2018)
1885.5
141412
75
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