Local Self Government Department has published Peravoor Bp 2019 - 20 Pro No 159 Construction Of V C B Across Moolakandam Vayal In Muzhakkunnu Gp Construction Of Vcb At Muzhakkunnu Moolakandam Vayal. Submission Date for this Tender is 05-02-2020. Irrigation Work Tenders in Moolakandam vayal Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Peravoor BP 2019 - 20 Project No 159/20 Construction of Muzhakkunnu Moolam kandam Vayal VCB | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of VCB | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | BI01010001010000000000000515BI0100001114 | 7.2 | metre |
| 3 | 1.002 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001115 | 60 | hour |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 77.5 | cum |
| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 36.02 | cum |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 46.66 | cum |
| 7 | 1.006 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001119 | 128.52 | sqm |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 1.158 | cum |
| 9 | 1.008 | 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001121 | 84.56 | sqm |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 0.752 | cum |
| 11 | 1.01 | 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) | BI01010001010000000000000515BI0100001123 | 1.94 | cum |
| 12 | 1.011 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001124 | 4 | sqm |
| 13 | 1.012 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001125 | 6.84 | sqm |
| 14 | 1.013 | 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 | BI01010001010000000000000515BI0100001126 | 133.4 | kilogram |
| 15 | 1.014 | od446189/2019_2020 : Providing and fixing 3 mm thick M.S. sheet V C B shulter with frame of 40x30x4 mm angle iron, 30x30x4 mm for diagonal braces and 50*38*2.5mm Gi rectangular tube at one side of shutters, all necessary fittings complete, including applying a priming coat of approved steel primer.<br>Using . | BI01010001010000000000000515BI0100001127 | 4.4 | sqm |
| 16 | 1.015 | 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 | BI01010001010000000000000515BI0100001128 | 9.9 | sqm |
| 17 | 1.016 | 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 | BI01010001010000000000000515BI0100001129 | 57.6 | cum |
| 18 | 1.017 | 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 | BI01010001010000000000000515BI0100001130 | 10.92 | cum |
| 19 | 1.018 | 8.9.1.2 : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | BI01010001010000000000000515BI0100001131 | 0.54 | sqm |
| 20 | 1.019 | 16.21 : Engraving letters in hard stone | BI01010001010000000000000515BI0100001132 | 200 | per Letter per cm height |
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