Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Eprocure
Opening Date21 Jun 2021
Closing Date5 Jul 2021
Tender Amount₹ 29,26,000
Costs
EMD
₹ 59,000Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ADAUP_597521_1Bid Award Id
ViewTender No
PDA/Shantipuram-02/5721Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
73.4
-
1776
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Reference of MORT&H 406)
55.05
-
2727
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Providing and applying tack coat with Emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface) (Analysis)
367
-
25.6
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Providing & laying consolidated B.M. premix with greaded approved coarse aggregate, fine aggregate filler and bitumen content @3.3% as per MORTH/PWD specification including heating bitumen to required temperature, cleaning the surface and providing labour at HMP, the cost of labour, T&P etc. including the cost of material required for proper completion of the work. (Analysis)
18.35
-
8181
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Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface) (Analysis)
367
-
13.4
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Providing & Laying bituminus Concrete thick with 100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crussed aggregatesof specified grading ,premixed with bituminus binder @ 5.4 to 5.6 % of mixed and filler ,transporting the hot mix to work site ,Laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled ,vibratory and tendem rollers to achiev the desred compaction as per MORT specification clause 509 complete in all respacts.
14.68
-
9309
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Supply and fixing of 80mm thick ruber moulding compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressivr strength of concrete paver block shall not be less than 30 MPa & Including 5cm thick local sand in base & cost of all material, Labour, T&P etc. required for proper complection of work as directed by engineer in charge
176
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839
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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2018)
78.8
-
160
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Concrete with 4 cm gauge Stone ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No. 281/2018)
14.68
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4800
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M-150 class brick work 1:4 one cement & four fine sand of 1.25 Fm mortar in one brick work in foundation and plinth including supply of all materials labour tools and plants etc. required for completion of the work SI no 305/2018
35.14
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5100
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Struck cement pointing with cement mortar consisting 1:2 cement and fine sand of 1.25 FM including supply and all material labour T&P etc. respect for proper completion of work. (SI. No. 578/2018)
233.76
-
190
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Cement concrete with 20mm gauge approved stone grit, course sand and cement in proportions of 4:2:1 including supply of all materials,labour,tools & plants etc required for proper completion of work. (PWD item 279A/2018)
4.26
-
7450
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RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in slab with having spans 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. Excluding G.S.T. (SI. No. 284/2018)
2.7
-
9000
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M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI.No. 504/2018)
3.18
-
6200
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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2018)
21.6
-
160
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Supply and laying of 110 mm dia PVC Pipe including all complete.
88
-
266.1
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Making plot connection (for water Line) with necessary fittings, like ferrul, clamp including labour but excluding PVC pipe etc. all complete.
19
-
314
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Providing and fixing of 15 mm dia CPVC pipe for connection including all complete.
209
-
95
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Making connection with existing water line.
3
-
600
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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2018)
95.04
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160
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Concrete with 4 cm gauge Brick ballast fine sand of 1.25 F.M. and cement in proportion of 10:5:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No. 281/2018)
7.92
-
3600
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Providing and laying 300 MM DIA non Pressure NP2 class RCC hume Pipe with Caller Jointed with staff mixture of cement mortar in proportion of 1:2 (1 cement : 2 sand) RCC hume pipe. As per direction of E/I.
88
-
476
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Costruction of Manhole Size ( 1.0 x 1.20 x 1.50) as Per drawing and design at P.D.A. (A/R)
9
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31950
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Shaft for Manhole Size ( 1.0 x 1.20 x 1.50) as Per drawing and design at P.D.A. (A/R)
9
-
10100
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Costruction of Inspection Chamber Size ( 0.45x 0.45x 0.60) as Per drawing and design at P.D.A. (A/R)
19
-
4010
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Laying 150 mm dia s.w. pipe and jointing with base concrete etc. all complete.
209
-
411.7
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Making connection with main line all complete.
1
-
78.5
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