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| 1 | Clearing shrub jungles, uprooting stumps and small bushes and trees below 1M. Girth, clearing the debris away from the work site etc. complete as per the direction of Engineer-in-Charge. |
| 2 | Earth work in excavation of foundation in all kinds of soil including dressing and levelling the foundation bed and depositing the excavated materials clear of work site with all leads, lifts, delifts with cost of all labour, T&P, hire and running charges of all machineries, labour cess etc. complete in all respects as per specification and direction of the Engineer-in-Charge. |
| 3 | Filling in foundation & plinth with sand well watered to saturated condition and rammed including all cost, carriage, royalty, taxes of materials with all labour charges cess etc. complete as per the direction of the Engineer-in-Charge. |
| 4 | Cement Concrete M-15 with 40mm and downgraded size hard granite crusher broken metal for PCC work confirming to relevant BIS specifications for all materials including scaffolding, walkways & properly mixing, hoisting & laying with desired workability with all cost, conveyance, royalty of all materials, T&P labour charges, cess etc. complete including curring for recommended period as per the direction of the Engineer-in-Charge. |
| 5 | Cement Concrete M-20 with 20mm and downgraded size hard granite crusher broken chips for PCC work confirming to relevant BIS specifications for all materials including scaffolding, walkways & properly mixing, hoisting & laying with desired workability with all cost, conveyance, royalty of all materials, T&P labour charges, cess etc. complete including curring for recommended period as per the direction of the Engineer-in-Charge. |
| 6 | Rigid & smooth centering & shuttering for R.C.C./ P.C.C. work including false work & dismantling them after casting as per the recommended removal period as per BIS specification including cost, carriage, & all labour charges, cess etc. complete as per direction of the Engineer-in-Charge. (Foundation) |
| 7 | RCC Wall |
| 8 | Supplying, fitting and placing uncoated HYSD Bar reinforcement of required size as per approved design confirming to BIS specification including cost of welding/ binding wire with all cost, conveyance, taxes of material & labour charges etc. Complete as per the direction of the Engineer-in-Charge. |
| 9 | Filling in foundation & plinth with excavated materials including watering and ramming etc. complete as per the direction of the Engineer-in-Charge. |
| 10 | Collecting, supplying, stacking hard granite stone boulder of size 30 cm and above satisfying and confirming relevant BIS specification at work site for pre-measurement and conveying from stacks and dumping in slope of embankment as per design, filling the interstices with small stone & wedges as per site requirement & packing the surface to proper line & level including all cost, conveyances, taxes, cess & royalty of all the materials etc. complete as per direction of the Engineer-in-charge. |
| 11 | Collecting, supplying & stacking hard granite stone boulder of size not less than 30 cm satisfying and confirming relevant BIS specifications at work site for pre-measurement & conveying from stacks & surface packing in appron and revetments as per design, filling the interstices with small stones & wedges as per site requirement & packing the surface in proper line & level with all leads, lifts & delifts including cost, conveyance, taxes, cess & royalty of stone etc. complete as per direction of the Engineer-in-charge. |
| 12 | Earth work in any approved type of soil except sand and sandy soil from approved borrow area after stripping the surface to required depth, loading into transport vehicles, carriage of earth by mechanical means, unloading the earth within lead of 5.00 Km on properly prepared and scientifically approved surface (trimming the surface, removing the debries, benching the old embankment & levelling to proper profile), spreading the earth in layers not exceeding 22.50 Cm in height, rough dressing & breaking the clods to maximum 5 to 7 cm in size and dressing the embankment to proper level and profile, including all taxes, royalty, cess etc. as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
