Irrigation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 6,508Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_Irrig_618840_2Bid Award Id
ViewTender No
IRR/IA/TR/1429/2023Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
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Documents
BOQ Items
4.1.6 : Providing and laying in position cement concrete of specified grade for side wall of canal, field channels,protection walls etc. 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), as per direction of Engineer in charge
513.25
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4.1.5 : Providing and laying in position cement concrete of specified grade for raising of canal side wall 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), as per direction of Engineer in charge
8.69
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5.1.3 : Providing and laying in position specified grade of reinforced cement concrete for slab, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), as per direction of Engineer in charge
1.42
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4.1.3 : Providing and laying in position cement concrete of specified grade for strengthening of apron,casing of check dam, parapet wall, cut off wall etc. excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per direction of Engineer in charge
23.21
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od52777/2019_2020/IA : Providing and laying in position cement concrete of specified grade for wearing coat excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per direction of Engineer in charge
107.1
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16.94.1 : Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of +/- 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete for diverting water in the river as per direction of Engineer-in-charge.
312.5
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4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per direction of Engineer in charge
44.24
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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 as per direction of Engineer in charge
4517.11
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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 as per direction of Engineer in charge
1288.79
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26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven
drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,
columns and slabs to introduce steel bars for sunshades/balconies including
fixing the steel bars in position using epoxy resin anchor grout of approved
make but excluding the cost of reinforcement, all complete as per direction of
Engineer-In-Charge.Upto and including 12mm dia.for connecting existing weir body and apron with casing
134
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od67610/2019_2020/IA : Supplying and packing Stone Aggregate(single size): 40 mm nominal size for seepage from canal as per direction of Engineer in charge
4.8
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od67611/2019_2020/IA : Supplying and packing Stone Aggregate(single size):20 mm nominal size for seepage from canal as per direction of Engineer in charge
2.4
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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) on both sides of semi circular pipe as per direction of Engineer in charge
203.55
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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 as per direction of Engineer in charge
6126.77
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60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
25.5
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60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
10.14
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15.9.2 : Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer in charges:In cement mortar
3.12
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2.1.1 : Earthwork in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed as per direction of Engineer in charge - all kinds of soil
735.94
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60.7.9 : RR with departmental stone - Random Rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominalsize) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer in charge
2.94
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60.6 : PVC WEEP HOLES - Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm. including cost of materials, conveyance, labour charges etc complete as per direction of Engineer in charge
133.36
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