Department Of Agriculture-DOA has published Kottayam Zilla Panchayat 2019-2020 - Construction Of Pump House At Kelakkari Padasekaram Under Arpookkara Kb Project No . 1571/2019-20. Submission Date for this Tender is 30-04-2020. Pump House Construction Tenders in Arpookkara Kerala. Bidders can get complete Tender details and download the document.
| Work Name: Kottayam Zilla Panchayat 2019-2020 - Construction of Pump house at Kelakkari padasekaram under Arpookkara KB Project No.1571/2019-20 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix I - Construction of motorshed | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001114 | 90 | sqm |
| 3 | 1.02 | od5147/2019_2020 : Modified data 51.2.2Supplying and filling at site with good quality earth suitable for filling brought from out side, levelling the top at site and banking in layers not exceeding 20 cm in depth, breaking clods, watering, filling up ground depressions, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001115 | 12.15 | cum |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 24.816 | cum |
| 5 | 1.04 | od5151/2019_2020 : Modified Data 60.64.1 <br>Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost conveyance labour charges etc complete. (Boat load up to 3 km) | BI01010001010000000000000515BI0100001117 | 96 | metre |
| 6 | 1.05 | 60.64.4 : Coconut Pile - Driving down 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 | BI01010001010000000000000515BI0100001118 | 96 | metre |
| 7 | 1.06 | 2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | BI01010001010000000000000515BI0100001119 | 63.001 | sqm |
| 8 | 1.07 | od5152/2019_2020 : Filling with Quarry Muck r|n 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 (minimum boat lead) | BI01010001010000000000000515BI0100001120 | 8.372 | cum |
| 9 | 1.08 | od5155/2019_2020 : Modified Data 4.1.8<br>Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:<br>1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) (Boat load up to 3 km) | BI01010001010000000000000515BI0100001121 | 4.872 | cum |
| 10 | 1.09 | od5156/2019_2020 : Modified Data 5.1.3<br>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:<br>1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Boat load up to 3 km | BI01010001010000000000000515BI0100001122 | 9.597 | cum |
| 11 | 1.1 | od5157/2019_2020 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level<br>Thermo - Mechanically Treated bars Boat load 3km | BI01010001010000000000000515BI0100001123 | 575.82 | kilogram |
| 12 | 1.11 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001124 | 17.48 | sqm |
| 13 | 1.12 | 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. | BI01010001010000000000000515BI0100001125 | 42.72 | sqm |
| 14 | 1.13 | od5149/2019_2020 : Modified 50.2.26.1<br>Filling using excavated earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | BI01010001010000000000000515BI0100001126 | 19.228 | cum |
| 15 | 1.14 | 50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001127 | 554.891 | kg |
| 16 | 1.15 | 50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001128 | 439.84 | kg |
| 17 | 1.16 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001129 | 10.534 | kilogram |
| 18 | 1.17 | 12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001130 | 106.251 | sqm |
| 19 | 1.18 | 12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) | BI01010001010000000000000515BI0100001131 | 19 | metre |
| 20 | 1.19 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001132 | 3.061 | cum |
| 21 | 1.2 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001133 | 36.661 | sqm |
| 22 | 1.21 | 13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001134 | 36.661 | sqm |
| 23 | 1.22 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | BI01010001010000000000000515BI0100001135 | 70.309 | sqm |
| 24 | 1.23 | od5150/2019_2020 : Putting up ring bund to a bottom width of 1m, top width of .60m,height of 2m and side siopes 1/2:1 by driving down half splitcoconut posts 3.00m long to a depth of 1.50m below GL at 0.75C/C in two rows and fixing 1/4th split coconut wailingpieces in 2 rows and connecting the posts with 1/4th split cross ties, screening and filling inside with red earth,maintaine thebund till the completion of the work and removing the same after etc. complete. | BI01010001010000000000000515BI0100001136 | 15 | metre |
| 25 | 1.24 | 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 | BI01010001010000000000000515BI0100001137 | 40 | hour |
| 26 | 2 | Appendix II Side protection wall | BI01010001010000000000000515BI0100001138 | ||
| 27 | 2.01 | 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 | BI01010001010000000000000515BI0100001139 | 26.4 | cum |
| 28 | 2.02 | od5158/2019_2020 : Modified 60.7.1<br>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(Boat load up to 3km) | BI01010001010000000000000515BI0100001140 | 80.4 | cum |
| 29 | 2.03 | 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 : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001141 | 1 | cum |
| 30 | 2.04 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001142 | 4.05 | sqm |
| 31 | 2.05 | 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | BI01010001010000000000000515BI0100001143 | 60 | metre |
| 32 | 2.06 | 60.64.4 : Coconut Pile - Driving down 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 | BI01010001010000000000000515BI0100001144 | 40 | metre |
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