Rki - Wss To Pavaratty And Mullassery Panchayaths In Chavakkad Taluk (Phase-2) Balance Work Design, Construction, Testing, Commissioning And Maintenance Of Steel Bridge Along Koombully Bridge Rki - Wss To Pavaratty And Mullassery Panchayaths In Chavakka
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Rki - Wss To Pavaratty And Mullassery Panchayaths In Chavakkad Taluk (Phase-2) Balance Work Design, Construction, Testing, Commissioning And Maintenance Of Steel Bridge Along Koombully Bridge Rki - Wss To Pavaratty And Mullassery Panchayaths In Chavakkad Taluk (Phase-2) Balance Work Design, Construction, Testing, Commissioning And Maintenance Of Steel Bridge Along Koombully Bridge
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Steel bridge along Koombully Bridge |
| 2 | Constructing ring bund of top width 2.00 m, bottom width 4.00 m and height 3.00 m by using earth filled cement bag on both faces and filling clay for puddle and for dismantling after completing work etc. |
| 3 | 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 |
| 4 | 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) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level |
| 7 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 8 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 10 | 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 |
| 11 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 12 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 13 | 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 complete. |
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