Aligarh Development Authority Tender
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Aligarh Development Authority - ADA Tender
Eprocure
Opening Date21 May 2021
Closing Date4 Jun 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,36,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ALIDA_588423_1Bid Award Id
ViewTender No
6621(1)Tender Authority
Aligarh Development Authority ViewPurchaser Address
-Website
http://www.adaaligarh.in/
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Documents
BOQ Items
(3.00-4.50m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (3.00-4.50m)
15.5
-
180
Providing & laying cement concrete in 1:4:8 cement coarse sand and stone aggregate 40 mm nominal size including supply of all material labour and T&P etc. required for proper completion of work. 275 (A)
6.5
-
5800
Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .(lighter Beam)
2
-
8200
Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .(base)
10.5
-
6900
Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .(wall & slab) upto plinth level.
27.5
-
8200
M.S. (tor steel or plain) in plain work such as R.C.C. Or R.B. Work including bending for proper shape & including supply of steel & its wastage, bend, hooks and authorised overlaping shall be measured and including cost of binding wire 16 mm dia bar used .
45.5
-
5650
Construction of brick masonry manhole in cement coarse sand with RCC top slab with 1:1.5:3 cement coarse sand and stone gritt 20mm nominal size foundation 1:4:8 cement coarse sand and stone gritt 40mm nominal size inside plaster 12mm thick with cement and coarse sand finished with floating coat of neat cement and making channel in cement concrete 1:2:4 cement coarse sand and stone gritt 20mm nominal size including manhole cover with frame (600x850)cm size deep 45 cm.
1
-
5200
C.I vent Pipe 100 mm band
5
-
325
hume pipe 350mm dia inlet or out let
50
-
1100
Extra depth for manhole
0.45
-
1370
Soak Pit
-
-
-
(0-1.50m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (0-1.50m)
61.5
-
140
(1.50-3.00m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (1.50-3.00m)
46
-
160
(3.00-4.50m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (3.00-4.50m)
32.5
-
180
(4.50-6.00m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (4.50-6.00m)
21.5
-
200
(6.00-7.50m) Earthwork in excavation in ordinary soil (loam clay or sand ) including lift and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In Charge upto a distance of 30 m from the foundation trenches. (6.00-7.50m)
4.5
-
220
M-100 Brick work in 1:4 (one cement & four coarse sand) mortar in foundation & plinth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
11.5
-
4916
M-100 Brick work in 1:4 (one cement & four coarse sand) mortar in honey combing including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
100
-
4916
Providing & Filling with coarse sand
6
-
1070
Providing & Laying cement concrete in 1:1.5:3 Cement, coarse sand and stone aggregate 20mm .including supply of all material , labour and T&P etc. required for proper completion of work. For SLAB
2.5
-
6900
M.S. (tor steel or plain) in plain work such as R.C.C. Or R.B. Work including bending for proper shape & including supply of steel & its wastage, bend, hooks and authorised overlaping shall be measured and including cost of binding wire 16 mm dia bar used.
2
-
5650
Supply & Filling of Brick Bats
42.5
-
850
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