|
| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement etc. complete to shape with alllabours required for work as per direction of the Engineer-in-charge. |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc and unloading the soil etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin- charge within an initial lead of 1km from the place of excavation complete and also spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. including conveyance, royalty and other taxes of all materials labour & T&P materialsrequired for the item and depositing the excavated earth in proper profile etc complete as per the direction of the Engineer-in-charge.( Measurement to be taken at finished level section). |
| 3 | Rough stone dry re-packing (with Departmental stone)in aprons and revetments to all heights and thickness using hard stone of15Cm to 30 CM sizewith cost, conveyance, royalty and other taxes of all materials labour & T&P materialsrequired for the item completely as directed by the Engineer-in-charge. |
| 4 | Rough stone dry packingin aprons and revetments to all heights and thickness using hard stone of15Cm to 30 CM size weighing 140 Lbs/Cft and above of approved quality free from weathered skin including filling interstices with small stones by edging and hammering to proper slope and level with cost, conveyance, royalty and other taxes of all materials labour & T&P materialsrequired for the item completely as directed by the Engineer-in-charge.( 1/6th Vol. will be deducted towards voids) |
| 5 | Providing & Spreading moorum and consolidation with HRR including watering,cost of moorum, royalty and conveyance of moorum etc complete as per direction of Engineer-in-charge. |
| 6 | Earth work in Ordinary soil within the initial lead & lift incl. rough dressing and breaking clods to maxm5cmto 7cm laying in layers not exceeding 0.30m in depth etc. complete as directed by Engineer-in-charge.(Measurement to be taken in finished level section) |
| 7 | Excavation of foundation to proper profile in all kinds of soil with all leads and lift including dressing and leveling the bed to proper slope and level and making it fit for laying concrete with disposal of the excavated materials with spoil bank, depositing the excavated materials clear of work site within all leads and lifts etc including dewatering from foundation if necessary etc with supply of all labour, all taxes as per prevailing norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge. (If mechanically done rates will be reduced accordingly) |
| 8 | Filling in foundation & plinth with course sand well watered and rammed to proper layer & level, dewatering if required for the work with all cost, conveyance, royality & taxes of all materials with all labour, required for the item complete in all respect as directed by the Engineer-in-charge. |
| 9 | C.C.M-15 grade using20mm down grade crusher broken hard granite aggregate of approved qualityfree from weathered skin,quarry rubbish and foreign materials mixing by concrete mixer including lifting the materials, hoisting, lowering and laying the concrete to required level, with all leads and lifts, compacting in layers of 0.15m thick withVibrators ramming, finishing to proper slope and level,finishing the exposed surface smooth including watering, curing for required period etc. including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item including hire and running charges of the machineries complete as directed by the Engineer-in-charge. |
| 10 | R.C.C.M-20 grade using20mm down grade crusher broken hard granite aggregate of approved qualityfree from weathered skin,quarry rubbish and foreign materials mixing by concrete mixer including lifting the materials, hoisting, lowering and laying the concrete to required level, with all leads and lifts, compacting in layers of 0.15m thick withVibrators ramming, finishing to proper slope and level,finishing the exposed surface smooth including watering, curing for required period etc. including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item including hire and running charges of the machineries complete as directed by the Engineer-in-charge. |
| 11 | Supplying, Straightening, cutting, bending , bindingand tying the grills and placing in position for fabrication and fixing of reinforcement includinglapping where necessaryincluding cost,conveyance & supply of binding wire with all leads, lifts from bending yard to placement spot with cost & conveyance and all taxes of steel bars of any reinforcement supplying all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge. |
| 12 | Providing rigid smooth centering & shuttering (with box type steel shuttering plates with keys for intermediate construction joints in rafts, wherever required) for concrete works as per site requirement including falsework and including cost, conveyance, royality & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and curing with water for specified period including depositing the debris clear of work site with all leads & lifts, delifts including supply of all labour, all taxes as per prevailing norm and T&P required for the items etc complete in all respect as directed by Engineer-in-charge. |
| 13 | Providing fitting and fixing 12mm thick thermocol board in expansion joint etc complete in all respect as per direction of Engineer-in-charge |
| 14 | Providing weep holes in brick masonary /plain/ Reinforced concrete abutment, wing wall / return wall with 50mm dia P.V.C pipe extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. etc item complete in all respect as directed by the Engineer-in-charge. |
| 15 | Filling in foundation & plinth with excavated materials well watered and rammed to proper layer & level with all cost, conveyance, royalty & taxes of all materials with all labor, required for the item complete as directed by the Engineer-in-charge |
| 16 | Laying and fixing of RCC hume pipe with collars joints in cement mortar (1:3) and finishing smooth,curring, including cost and conveyance of RCC hume pipe all materials with labour and T & P complete in all respect as per approved design etc. complete as per the Direction of the Engineer-in-charge. |
