Irrigation Department Tender
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Costs
EMD
₹ 7,387Document Cost
₹ 655Tender Fee
Refer Documents
Summary
Mp-lads-2021-22-construction Of Bridge Near Chainage 3/100 Of The Azhiyur Branch Canal At Edavanthodi In Chorode Grama Panchayath-general Civil Work
Description
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Contact
Tender Id
2023_Irrig_549913_2Bid Award Id
ViewTender No
IRR/PI/TR/8182/2022_5_5_4/1Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
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Documents
BOQ Items
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4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
16.56
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
3.86
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
385.5
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4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
51.74
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
9.64
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5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsAbove 20 cm wide
3.15
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.33
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
10.08
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2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.43
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