Rectification Works To The Damaged Sluices In Ward 15 Of Clappana Panchayath Rectification Works To The Damaged Sluices In Ward 15 Of Clappana Panchayath
Tender Overview
Project Description
Rectification Works To The Damaged Sluices In Ward 15 Of Clappana Panchayath Rectification Works To The Damaged Sluices In Ward 15 Of Clappana Panchayath
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-May-2022 | Date Corregendum | Date | 11-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Reconstruction of damaged Sluice in Perinad muri |
| 2 | 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 as per direction of Departmental officers at site |
| 3 | 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 etc. complete as per direction of Departmental officers at site |
| 4 | 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 as per direction of Departmental officers at site |
| 5 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.etc. complete as per direction of Departmental officers at site |
| 6 | 60.7.4 : DR PACKING FOR APRONS - Rough stone drypackingfor 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 |
| 7 | 60.7.1 : DRYRUBBLE 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 |
| 8 | 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) etc. complete as per direction of Departmental officers at site |
| 9 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. complete as per direction of Departmental officers at site |
| 10 | 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) etc. complete as per direction of Departmental officers at site |
| 11 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) etc. complete as per direction of Departmental officers at site |
| 12 | 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) etc. complete as per direction of Departmental officers at site |
| 13 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts etc. complete as per direction of Departmental officers at site |
| 14 | 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.etc. complete as per direction of Departmental officers at site |
| 15 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform etc. complete as per direction of Departmental officers at site |
| 16 | 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) etc. complete as per direction of Departmental officers at site |
| 17 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) etc. complete as per direction of Departmental officers at site |
| 18 | 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 etc. complete as per direction of Departmental officers at site |
| 19 | 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. |
| 20 | 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. |
| 21 | od1738/2022_2023/IA : FRP SHUTTERS - Provision of gear mechanism for mechanically operated FRP shuttersincluding erection, alignment and conveyance charges etc. complete as per direction of Departmental officers at site |
| 22 | 10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all etc. complete as per direction of Departmental officers at site |
| 23 | 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 etc. complete as per direction of Departmental officers at site |
| 24 | Shutter for Sluice at Pattathilkkadavu |
| 25 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts etc. complete as per direction of Departmental officers at site |
| 26 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform etc. complete as per direction of Departmental officers at site |
| 27 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) etc. complete as per direction of Departmental officers at site |
| 28 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) etc. complete as per direction of Departmental officers at site |
| 29 | 60.5.2 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm diaof 2m long(1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1min rock and filling the gap with cement grout( 0.10kg/each) etc. complete as per direction of Departmental officers at site |
| 30 | 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 etc. complete as per direction of Departmental officers at site |
| 31 | 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. |
| 32 | 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 etc. complete as per direction of Departmental officers at site |
| 33 | od1738/2022_2023/IA : FRP SHUTTERS - Provision of gear mechanism for mechanically operated FRP shuttersincluding erection, alignment and conveyance charges etc. complete as per direction of Departmental officers at site |
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Tender Published
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CompletedTender Documents
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