|
| 1 | Earth work in excavation in suitable type of soil in borrow area, loading into transport vehicle manually and transportation of earth by mechanical means and unloading the same over the approved surface of embankment in proper profiles with all leads, lifts, delifts etc. including rough dressing and breaking the clods to maximum 5 cm to 7 cm size including removal of roots, bushes, other deleterious materials from transported earth with all cost, carriage, royalty ,DMF, EMF, additional charges, labour welfare cess & laying in layers not exceeding 22.50 cm in depth with hire & running charges of all machineries with all labour & T&P, taxes required for the work etc complete in all respects as per specification and the direction of the Engineer-In-Charge. (Measurement to be taken on finished Level Sections only and earth to be arranged by the contractor at his own cost and responsibility) |
| 2 | Earth work in excavation of foundation in ordinary soil including dressing and levelling the bed and depositing the excavated soil clear of work site with all leads, lifts, delifts including removing bushes,stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all labour, T&P, taxes, hire and running charges of all machineries, labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge. |
| 3 | Cement Concrete in (1:3:6) proportion using crusher broken hard granite coarse aggregate 40 mm size of good quality collected from approved quarry free from weathered skin and all deleterious materials using screened and washed coarse sand, mixing by mechanical mixer, placing in proper position, compacting by mechanical vibrator including cost, conveyance, royalty of all materials with all leads,DMF, EMF, additional charges lifts and delifts, centering and shuttering, curing, hire and running charges of all machineries, with cost of all labour,T&P, taxes, fixing of embedments if any and labour welfare cess etc complete as per specification and direction of Engineer-in-charge. |
| 4 | Rigid smooth centering and shuttering for RCC works including false works and dismantling them after casting including cost, carriage & taxes required for the work labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge. (a) R.C.C. foundation, plinth, band and footing bases of columns , mass concrete pre-cast and slabs etc. |
| 5 | Collecting,supplying and stacking good quality moorum from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50 m x 0.50 m to be measured as one cum and conveying from premeasured stacks and spreading the moorum over the prepared surface for sub-base not exceeding 10mm in layers to required thickness including watering and compacting to required density with P.R.R. including cost, conveyance,royalty ,DMF, EMF, additional charges and all other taxes of all materials and cost of labour , T&P, taxes required for the work including hire & running charges of machineries and labour welfare cess etc.complete in all respects,with all leads , lifts and delifts as per specification and as directed by Engineer-In-Charge. Please Enable Macros to View BoQ information |
