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| 1 | Name of Work CHARPALI MIP,in Padampur Block of Baragarh District. |
| 2 | Clearing and grubbing junglesincluding uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to beused or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness with supply of all labour T & P and all taxes as per prevailing norm etc. complete as directed by the Engineer-in-charge. |
| 3 | Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete and 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. |
| 4 | Filling foundation & plinth with excavated materials including watering & ramming to all heights with all leads & lifts with supply of all labour, all taxes as per norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge. |
| 5 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with alllifts and delifts including dressing of slopes and bed to design level & section ( benching& stripping of Dam )and depositing the excavated materials away from the work site as per the specificationfrom the place of excavation including supply of all labour, all taxes as per norm, construction & maintaining haul roads required for the work etc. complete as directed by the Engineer-in-charge. |
| 6 | Excavation of the approved type of soil in approved borrow area by mechanical means, loading into and transportation by mechanical means and unloading the soilon properly prepared and scientifically approved surface ( benching & cutting the old embankment and removing all unwanted materials away from the surface) including spreading & levelling the earth in layers of 22.5cm thick to make ready for watering and compaction with dozers/ by standard vibrator / short drum width vibratory power rollerbut excluding watering & compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area including hire & running charges of all materials, labour all taxes as per prevailing norm etc. complete as per direction of Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under O M C condition). |
| 7 | Earth work in excavation in all kinds of soil with all leads and lifts to proper slope and profile as per the requirement including the rough dressing and breaking clods to a maximum 5 to 7 cm and laying in layers not exceeding 0.23 m in depth in proper slope and profile alongwith supply of all labour and tools & plants, all materials, labourincluding all taxes as per prevailing norm & supervision charges to complete the item of work as per design, drawing and specification and as per the direction of the Engineer-in-charge. (Measurement will be taken in the finished approved level section) 1/6th volume will be deducted towards settlement for embankment only.If mechanical excavation is done rate accordingly will be reduced) |
| 8 | Watering earth work upto the O M C condition and compaction by sheepfoot rollers /by standard vibrator / short drum width vibratory power roller to earth layers not exceeding 22.5cm to 95% of MDD (maximum dry density) including hire and running charges of the all machineries,labour,all taxes as per prevailing norm,T&P and water complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under O M C condition). |
| 9 | Providing Cement Concrete M15 grade with nominal reinforcement (excluding cost of M.S. rod, carriage and labour for cutting, bending, binding and fixing of M.S. rod) using 20mm and down, graded, crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin, quarry debris and foreign materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves wherever necessary including cost, conveyance, royalty and other taxes of all materials,with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour,taxes as per prvailing normand supervision Charges including mobilisation & de-mobilisation of men & machineries, T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge. |
| 10 | Providing Reinforced Cement Concrete M20 grade for RCC works on approved surface or shape and size using 20mm and down graded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin, quarry debris and foreign materials, clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rodand labour for cutting, bending, binding and fixing of M.S. rod)with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour and supervision Charges including mobilisation & demobilisation of machineries, T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge. |
| 11 | Supplying, fitting & placing HYSD barsreinforcement and tying the grills as per approved design & drawing and placing in position including cost, conveyance, royalty and other taxes binding wires of 18 to 20 gauge with supply of all labour,taxes as per prvailing norm and T&P required for the work etc, complete in all respect as directed by the Engineer-in-Charge. (Weight of the binding wire will not be included in the measurement for payment) |
| 12 | Providing rigid, smooth centering & shuttering for concrete works including false work and including cost, conveyance, royalty & 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, delfts 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.(for foundation & plinth) |
| 13 | Removing old revetment and approns and repacking with old stoneswith supply of all labour , T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge. |
| 14 | Fine dressing of earth work in slope of Dam & canalembankment including trimmed to required profile and turfing with best compacted dub grass sods with all leads and lifts including periodical watering with labour, all other taxes as per prevailing norm and T & P till survival of the turf etc. complete in all respect as directed by the Engineer-in-Charge. (Measurement and Payment will be made on survival of the turf. ) |
| 15 | Dismantling brick or stone masonry in clay, lime or cement mortar including stacking the useful materials for reuse and removing the debris with all leads & lifts including all labour, taxes as per prvailing norm, T & P etc. required for the item & as per direction of engineer-in-charge. |
| 16 | Providing rip-rap to the slopes of earth dam and dyke(also packing in approns & reveteements) with quarriedand blastedgranite stone boulders of sizes 0.30m and above size (one man stone) including dumping on slopes, fillinginterstices with small stones wedges and packing the surface to proper line and levels including fixing wave breakers complete with all leads and lifts including cost, conveyance, royalty and taxes of materials, supply of all labour, all taxes as per prevailing norm and T&P required to complete the work as directed by the Engineer-in-Charge. ( No deduction to be made towards voids in finished section.) |
| 17 | Gravel or moorum backing to revetments with cost of gravel includingaddingwater to plastic state, with supply of all labour , T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge.etc completeand as per the direction of the Engineer-in-charge. |
| 18 | Labour for spreading moorumon Dam Top 22.5 cm thick and consolidation with PRRto 15 cm thick including watering but including cost and conveyance of moorum and including all labour, T&p, taxes royalty required to complete the item as directed by the Engineer-in-Charge. |
