Irrigation Department Tender
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Costs
EMD
₹ 16,946Document Cost
₹ 1,495Tender Fee
Refer Documents
Summary
Generalmvipcadwm Worksconstruction Of Field Channel From Ch 1100 M Of Marika Distributory To Edasseri Kulam At Kariyilaam Thodu Palakkuzhageneral Civil Work
Description
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Contact
Tender Id
2025_Irrig_730895_1Bid Award Id
ViewTender No
IRR/PII/TR/3764/2024_5_1_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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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.58
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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)
2.68
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4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
30.44
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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
0.45
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4.1.5: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 20 mm nominal size)
0.33
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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
38.13
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50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
14.13
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2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
695
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OD4473/2024-2025:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 110mm Outer Dia. (Taken from 100.98.135)
695
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OD4474/2024-2025:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 110mm Nominal Outer Diameter Pipes. (Data taken from 100.10.2)
695
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18.31.1.1:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):
100 mm diameterClass I
2
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
11.4
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13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
0.09
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13.71:Lettering with black Japan pint of approved brand and manufacture
500
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OD27132/2024-2025:Providing notice board at site of size 120cmx75cm for CADA Karshakasamithi using 1.00mm thick G.I sheet, 50mm dia. G I pipe 2.00m long on either sides fixing in CC 1:2:4 foundation (rate of earthwork excavation and CC 1:2:4 for installation of the same will be paid separately), 30mmx30mmx5mm@2.20Kg/m M S angle frame including all cost, labour, conveyance and erection charges and painting two coats with synthetic enamel paint over a priming coat etc. complete.
1
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