Aligarh Development Authority Tender
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Aligarh Development Authority - ADA Tender
Civil And Construction
Eprocure
Opening Date25 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 2,65,58,207
Costs
EMD
₹ 5,32,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ALIDA_977156_1Bid Award Id
ViewTender No
3460/abhianu/ada/24-25Tender Authority
Aligarh Development Authority ViewPurchaser Address
-Website
http://www.adaaligarh.in/
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Documents
BOQ Items
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Providing and laying reinforced cement concrete in sub structure as per drawing and technical specification clauses 800 or 1200 (RCC 1:1.5:3) M-30
91
9200
837200
... More
Providing and laying reinforced cement concrete in sub structure as per drawing and technical specification clauses 800 (RCC 1:1.5:3) M30
113
9200
1039600
... More
Providing and laying reinforced cement concrete in super structure as per drawing and technical specification clauses 800 (RCC grade M30)
151
9546
1441581.9
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Providing and laying cement concrete wearing course 1:1.5:3 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3
20
9200
184000
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
246
8150
2004900
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Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
172
8150
1401800
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
257
8150
2094550
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (As per Mord Sl.No. 12.9)
52
361
18798
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Drainage spouts complete as per drawing and technical specifications Clause 1209 (As per Mord Sl.No. 13.10)
14
341
4778.2
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification As per Mord Specification Clause No.1400 S.I. 14.60
181
3587
649373.7
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Centring and Shuttring column, piers, abutments, posts & struts. DSR SI No 5.9.6
770
858
660891
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Finishing walls (Two coats) with water proofing cement paint of approved make such as Super snowcem, Durocem, Robiance, Guttucem, Supercem quality and of required shade on undecorated wall surface over and including one coat white cement primer to give and even shade after thoroughly brushing the surface, including cost of all material, Labour, T&P etc. complete required for proper completion of the work. Ch-15. S.I. 660
167
72
12024
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Providing and fixing of 32mm thick compressible fibre board expention joint as per morth specification
51
1650
84150
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Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.
8232
17
142413.6
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Proving and laying Dense qraded bituminous Concrete ( DBM) 75mm Thick With VG - 30,100-120 TPH Batch Type Hot Mix Plant Bituminous binder 4 to 4.5% By Weight of Total mix as per Morth
659
10954
7218686
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Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.
16622.2
14
247670.78
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
500
12094
6047200
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EXCAVATION in foundation in ordinary Soil ( Loam, clay or sand ) including lift upto 1.5m 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 & disposal of surplus earth as directed by the Engineer-In-Charge upto a distance of 30 m.from foundation trenches by hydraulic excavator/manual means. For building/drain work only
99
150
14850
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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work. in Foundation and floors.
9
5900
53100
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Providing & Laying in position specified grade of reinforced cement concrete, with 1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) including the cost of centering, shuttering, finishing and excluding reinforcement . All work upto plinth level
14
8200
114800
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R C C work in Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Including the cost of centering shuttering, finishing and excluding reinforcement .1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) upto plinth level
45
9200
414000
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Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no, 300-2 Carted earth 8 km. As per MORTH Specification 305/SI No 3.18
2870
333
957145
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Providing,laying ,spreading and compacting graded aggregate to Granular Sub Base with close graded specification including primixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform on well prepared surface and compecting with vibratory rollar to achive the desired density.complete as per close 401 DSR 16.78.1
59
3766
222241.2
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Providing, laying and spreading and compacting graded stone aggregate to Wet Mix Macadom specification including premixing the material with and OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform layer with paver in subbase coarse on well prepared and compacting with vibratory roller to achieve the desired density complete as per clause 401 WMM (analyse the rate) as per direction of E/I
70
4038
282660
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