Local Self Government Department has published Kochi Municipal Corporation S.423 / 22 Matha Nagar -Re Construction Of Cross Drain In Front Of Bsnl Office To Csd To Perandoor Canal And North Side Of Kammattippadam Gas Pipe Lane Bhagath Chip Decoration Drain Construction In Div 63 Kochi Municipal Corpor. Submission Date for this Tender is 24-08-2021. Canal Construction Tenders in Ernakulam Kerala. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Reconstruction of culvert and drain |
| 2 | 3.5.1 : Excavation inCutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 3 | 2.5.2.A : Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete |
| 4 | od1330085/2021_2022 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width<br>0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and<br>maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund<br>after completion of the work.etc.complete<br>MODIFIED 60.1.2<br>Code |
| 5 | od1330086/2021_2022 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set<br>including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>completeModified 60.2.2 |
| 6 | od1330557/2021_2022 : 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. |
| 7 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6 |
| 8 | 12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20 |
| 9 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5) |
| 10 | 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 11 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 |
| 12 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 13 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 14 | od1298908/2021_2022 : Engaging mancoolies |
| 15 | 4.9 : Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 16 | 6.7.1 : Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
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