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| 1 | Earth work excavation in all kinds of soil in cutting section including hard and gravelly, soil including clearing & removal of shrub jungles uprooting stumps and small bushes below 1 meter girth with all leads, lifts and delifts & dewatering if required including dressing and leveling the bed and breaking clods to max. 5cm to 7cm and depositing the excavated materials and away from the work site including shoring and shuttering, propping bullah, piling with all labour charges, all taxes, cess T&P all lead, lift , delifts, rehandling etc but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge. |
| 2 | Earth work excavation in foundation in all kinds of soil including hard and gravelly, soil including clearing & removal of shrub jungles uprooting stumps and small bushes below 1 meter girth with all leads, lifts and delifts & dewatering if required including dressing and leveling the bed and breaking clods to max. 5cm to 7cm and depositing the excavated materials and away from the work site including shoring and shuttering, propping bullah, piling with all labour charges, all taxes, cess T&P all lead, lift, delifts, rehandling etc complete, but excluding GST and complete the work in all respect as per drawing design and specification and direction of Engineer-in-charge. |
| 3 | Providing dry rubble rock toe with quarried and blasted hard granite stones of 30cm and above from approved quarry free from weathered skin and any other deleterious materials including dumping on slopes, filling interstices with small stones and wedged and packing surface to proper line and level including fixing wave breaker etc. complete with all leads, lifts & delifts including cost, conveyance and royalty, taxes of all materials quality control charges & cess etc.but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge. (Measurement to be taken on finished level section) |
| 4 | Filling in foundation & plinth with sand well watered & rammed with all cost, conveyance & royalty of sand including all leads, lifts, delifts, all incidental charges, labour charges & cess etc but excluding GST and complete the work in all respect as per drawing, design & specification as per direction of Engineer-In-Charge. |
| 5 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S-516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 6 | Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties, DMF, EMF, Additional Charges, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 7 | Providing rigid Form work for concrete with F1 finish for U/S faces of Dams, Spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with the box type steel shuttering plates rigidly fixed blocks including cost of all materials all labour T&P, taxes and dismantling after casting with all lead, lift & delifts and all incidental charges etc. but excluding GST and complete the work in all respects as per specification and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
