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| 1 | Excavation of foundation in hard soil or gravelly soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and all other taxes, cess etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 2 | Filling foundation and plinth with sand with well watered and rammed including all cost, conveyance, royalty, cess and taxes of materials, excluding GST, but including labour charges etc .Complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge. |
| 3 | Providing and placing in position of Cement Concrete of design mix of M-15 A-40 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 4 | Providing and placing in position of Cement Concrete of design mix of M 15 A-20 grade having specified characteristic compressive strength of 15 N/mm2 in design mix with the quantity of cement as specified in I.S. / I.R.C,. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 / I.R.C. –78 using crusher broken hard granite coarse aggregate 20 mm downgraded and proportion as specified in I.S. 456 / I.R.C. 21 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in canal structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement in accordance with the test result of design mix as per relevant clause of IS code and approved quality of aggregates free from weathered skin surface and any other deleterious materials , uniform coloured texture with all leads, lifts and delifts including cost, carriage, royalties, cess, taxes and quality control test cost of all materials, dewatering, mixing and vibrating for compaction by mechanical means and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P labour and supervision charges including mobilization and demobilization including hire and running charges of all machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved design, drawing , specification and direction of the Engineer in charge. |
| 5 | Providing and fixing of Bituminious expansion joint board of 12mm of 12 mm thickness in construction joint in complete lining including cost of all materials, conveyance, taxes, T & P etc and labour charges in complete as per the direction of the Engineering in Charge. |
| 6 | Providing form work of concrete in irrigation structure with F1 finish of upstream faces of dam, spillway, galcis of barrages, unexposed surface of foundation, block joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surface where necessary complete with all labour, materials and T&P complete as directed by the Engineer-in-charge. |
| 7 | Providing, weep holes in concrete works in abutments/ wing walls/return walls with 100mm diaAC pipe extending through the full width of the structure with slope of 1 V : 20 H towards drawing face with cost of all materials, all labour all taxes, T & P etc.Complete including labour welfarecess as per specification and direction of the Engineer-in-Charge. |
| 8 | Earth work in hard soil or gravelly soil including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30 m in depth with all leads, lifts & delifts etc. complete with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
