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| 1 | Clearing shurb jungles and uprooting stumps and small bushes and trees below 1 M girth on premeasurement and disposing off debris away from the work site, all labour charges, T&P, Cess etc. complete as directed by the Engineer-in-charge |
| 2 | Earth work in excavation in ordinary soil including trimming the slopes and bed to the required section and depositing the excavated soil in canal banks or nearby filling reaches or spoil banks including breaking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with initial leads, lifts & delifts, all labour charges, T&P, Cess etc. complete as per the specification and as directed by the Engineer-in-charge. |
| 3 | Earth work in excavation in ordinary soil including trimming the slopes and bed to the required section and depositing the excavated soil in canal banks or nearby filling reaches or spoil banks including breaking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with extra three leads & four lifts over and above initial lead and lift including delifts, all labour charges, T&P, Cess etc. complete as per the specification and as directed by the Engineer-in-charge. |
| 4 | Earth work in excavation of foundation in hard soil with in 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with all leads, lifts & delifts, all labour charges, T&P, B & O.C. Workers Welfare Cess excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 5 | Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 6 | 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 40mm 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, royalty, 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. Please Enable Macros to View BoQ information |
