}

Ridf Xxv- Reviving Rice Farming In Fallow Lands Of Chengannur Lac - Augmenting Irrigation And Drainage Facility- Infrastructural Development Work In Various Padasekharamspadasekharams In Ala Grama Panchayath, ALA Panchayath-Kerala

Department Of Agriculture-DOA has published Ridf Xxv- Reviving Rice Farming In Fallow Lands Of Chengannur Lac - Augmenting Irrigation And Drainage Facility- Infrastructural Development Work In Various Padasekharamspadasekharams In Ala Grama Panchayath. Submission Date for this Tender is 10-06-2020. Drainage Tenders in ALA Panchayath Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24375103
Ridf Xxv- Reviving Rice Farming In Fallow Lands Of Chengannur Lac - Augmenting Irrigation And Drainage Facility- Infrastructural Development Work In Various Padasekharamspadasekharams In Ala Grama Panchayath
Open Tender
Indian
Kerala
ALA Panchayath
10-06-2020

Tender Details

Ridf Xxv- Reviving Rice Farming In Fallow Lands Of Chengannur Lac - Augmenting Irrigation And Drainage Facility- Infrastructural Development Work In Various Padasekharamspadasekharams In Ala Grama Panchayath

Key Value

Document Fees
INR 2500 /-
EMD
INR 50000.0 /-
Tender Value
INR 35.68 Lakhs /-

BOQ Items

Work Name:Name of Work : RIDF XXV - Reviving Rice Farming in Fallow Lands of Chengannur LAC- Augmenting Irrigation & Drainage Facility - Infrastructural Development Works at Various Padasekharams in Ala Grama Panchayath
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Axial Flow 3 Submersible Pumping Stations At Thottamkara, Pullamthazham and Kannampilli BI01010001010000000000000515BI0100001113
2 1.01 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil BI01010001010000000000000515BI0100001114 51.237 cum
3 1.02 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001115 49.824 cum
4 1.03 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil BI01010001010000000000000515BI0100001116 84.243 cum
5 1.04 od5974/2019_2020 : Sinking well in all soil other than rock in lines and levels and plumb by scooping from inside and below the steining including the use of dredgers or any other appliances hire and labour for kerb edge, jetting, dewatering, blasting vibrating, or any other method including removal of obstacles and dumbing the spoil within a distance of 150 mwells up to 3.5 m diameter BI01010001010000000000000515BI0100001117 1.5 metre
6 1.05 od5975/2019_2020 : Sinking (Additional Lift) well in all soil other than rock in lines and levels and plumb by scooping from inside and below the steining including the use of dredgers or any other appliances hire and labour for kerb edge, jetting, dewatering, blasting vibrating, or any other method including removal of obstacles and dumbing the spoil within a distance of 150 mwells up to 3.5 m diameter.For each successive depths of 1.50 m after first 3.00 m BI01010001010000000000000515BI0100001118 1.5 metre
7 1.06 od5976/2019_2020 : Providing and Laying Reinforced Cement Concrete Well Steining of 1.2 m outer Diameter or nearest available size but excluding excavation, protection works, back-filling, concrete and masonry work etc.(A)120 m dia BI01010001010000000000000515BI0100001119 12 each
8 1.07 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. BI01010001010000000000000515BI0100001120 60 metre
9 1.08 60.64.2 : Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. BI01010001010000000000000515BI0100001121 108 metre
10 1.09 60.64.5 : Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end BI01010001010000000000000515BI0100001122 108 metre
11 1.1 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001123 120 hour
12 1.11 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001124 21.981 cum
13 1.12 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. BI01010001010000000000000515BI0100001125 37.368 cum
14 1.13 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001126 52.5 cum
15 1.14 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) BI01010001010000000000000515BI0100001127 5.835 cum
16 1.15 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001128 57.633 cum
17 1.16 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) BI01010001010000000000000515BI0100001129 16.343 cum
18 1.17 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 BI01010001010000000000000515BI0100001130 3990.49 kilogram
19 1.18 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001131 249.027 sqm
20 1.19 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001132 66.06 sqm
21 1.2 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001133 37.082 sqm
22 1.21 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete BI01010001010000000000000515BI0100001134 12.882 cum
23 1.22 od5980/2019_2020 : Supplying and fitting Anjily wood battened shutters to suit the window frames already fixed, inclusive of labour charges for fixing all fiitings but exclusive of cost of fittings etc. complete BI01010001010000000000000515BI0100001135 7.291 sqm
24 1.23 od5981/2019_2020 : Supplying and fitting Anjily wood battened shutters to suit the door frames already fixed, inclusive of labour charges for fixing all fittings but exclusive of cost of fittings etc. complete BI01010001010000000000000515BI0100001136 6.301 sqm
25 1.24 od5982/2019_2020 : Supplying and fixing cement concrete window frame of 0.90x1.30m or nearest size with 9nos 12mm ms rods in horizontal position and 4 nos of 32x5mm ms flat in vertical position etc. complete BI01010001010000000000000515BI0100001137 6 each
26 1.25 od5983/2019_2020 : Supplying and fixing cement concrete door frame of 1.20x2.50m size etc. complete BI01010001010000000000000515BI0100001138 3 each
27 1.26 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001139 151.41 sqm
28 1.27 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) BI01010001010000000000000515BI0100001140 151.41 sqm
29 1.28 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 BI01010001010000000000000515BI0100001141 27.182 sqm
30 1.29 od5984/2019_2020 : Supplying, Encarving. Fixing etc complete for Granite Plate 2ft X 3ft into the walls displaying the name of work, Expenditure, Inauguration Details, Name of Department, etc. complete including all charges. BI01010001010000000000000515BI0100001142 3 each
31 2 Construction of Tractor Ramps 8 Nos BI01010001010000000000000515BI0100001143
32 2.01 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared BI01010001010000000000000515BI0100001144 200 sqm
33 2.02 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001145 65.341 cum
34 2.03 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. BI01010001010000000000000515BI0100001146 65.341 cum
35 2.04 60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. BI01010001010000000000000515BI0100001147 84.244 cum
36 2.05 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001148 18.724 cum
37 2.06 od5977/2019_2020 : 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) BI01010001010000000000000515BI0100001149 78.301 cum
38 2.07 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001150 20.522 cum
39 2.08 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide BI01010001010000000000000515BI0100001151 190.4 metre
40 2.09 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 BI01010001010000000000000515BI0100001152 1231.2 kilogram
41 3 RCC Canal Extension 150 m at Mampra Thekku Padam BI01010001010000000000000515BI0100001153
42 3.01 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001154 27 cum
43 3.02 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001155 9 cum
44 3.03 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) BI01010001010000000000000515BI0100001156 18 cum
45 3.04 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001157 23.7 cum
46 3.05 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001158 300 sqm
47 3.06 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 BI01010001010000000000000515BI0100001159 1659 kilogram
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