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| 1 | Earth work in excavation of foundation in ordinary soil including rough dressing and leveling the bed and depositing the excavated earth away from work site with all leads, lifts & delifts including bailing out water, including cost, conveyance, royaltyand taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization etc. as per the direction of the Engineer-in-charge. |
| 2 | Providing rough stone dry packing in foundation and plingth with hard granite stone of 30cm. and above size with sand grouting in any direction free from weathered skin surface to proper line and level including filling the interstices with required broken stone spalls with all leads, lifts and delifts including cost, carriage, royalty, taxes of all materials and cost of labour and T&P for dressing of earth work in bed and slopes & trimming to the required profile including dewatering if required etc. complete with all general and incidental charges as per drawing, design and specification and per the direction of the Engineer-in -charge. |
| 3 | P.C.C. grade M-15 with 40mm nominal size stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. |
| 4 | R.C.C. work of M-25 (as per design mix) grade in approved surface using 20mm down graded H.G. crusher broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labour supervision overhead contractor profit including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. |
| 5 | Providing form works for concrete in Canal/ drain structure with F-1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete & applying the finish for surfaces prominently exposed to public view or flow areas subjected to high velocity as per IS 457 & dismantling after allowing required support time & stacking the same for reuse including greasing, oiling etc. including cost, conveyance, royalty & taxes of all materials, labour and T & P and supervision charges complete as per approved design & direction of the Engineer-in-Charge. |
| 6 | Rigid & smooth centering and shuttering for RCC works including false works and dismantling them after costing in RCC foundation, plinth band and footing bases of column means concrete precast slab etc. including cost, conveyance & taxes of all materials, labour and T & P and supervision, overhead charges and contractor profit etc. complete with mobilization, demobilization and hire running charges of all machineries and equipments with all leads, lifts, delifts etc. complete as per drawing design & direction of the Engineer-in-Charge. |
| 7 | Labour charges for cutting, bending, binding the reinforcement steel bars of different diameters conforming to I.S.1786 and I.S 432 of all diameters tying the grills in position at all heights including cost of rod, binding wire 18 to 20 gauge with cost, conveyance, taxes of all materials including concrete chairs, dowel, benches, lapping, wastage & welding wherever necessary with all lifts, delifts including quality control testing charges of uncoated HYSD bar with cost of labour T&P required for the work etc. complete as per the design, specification & direction of the Engineer-in-Charge. |
| 8 | Rough stone dry packing with granite broken stone of size notless than 0.0025 cum in appron and revetments in any direction free from weathered skin surface to proper line and level including filling the interstices with required broken stone spalls with all leads, lifts and delifts including cost, carriage, royalty, taxes of all materials and cost of labour and T&P for dressing of earth work in bed and slopes & trimming to the required profile including dewatering if required etc. complete with all general and incidental charges as per drawing, design and specification and per the direction of the Engineer-in -charge. |
| 9 | Gravel back packing to in aprons and revetments to uniform thick ness and smooth surface including cost, conveyance, royalty and all other taxes and all labour, supervision, overhead charges and contractor profit, mobilization, demobilization, hire and running charges of all machinaries and equipments with all leads, lifts and delifts etc. complete including qulity control testing charges etc. complete as per the drawing, design specification and direction of the Engineer in charge. |
| 10 | Filling in foundation and plinth with excavated materials in layers including watering and ramming manually or compactingby mechanical means including cost, conveyance and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. |
| 11 | Filling in foundation and plinth with sand well watered and rammed manually or compactingby mechanical means including cost, convyence and taxces of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. |
| 12 | Providing weep holes of size 23 cm x 8 cm in Brick masonary/ Plain/ Reinforced concrete abutment, wing wall/ retaining wall with 100 mm dia AC/ PVC pipe, extending through the width of the structure with slope of 1V: 20H with all cost, conveyance, royalty, taxes of all materials & labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge. |
| 13 | Excavation of drain Channel/Canal by mechanical means in all kinds of soil, including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2 Cum. size with all leads, lifts & delifts including trimming of slopes and bed to design section and depositing the excavated materials in spoil bank with one rehandling extra complete including levelling and rough dressing all cost and taxes of all materials, labour, supervision, overhead contractor profit etc. with mobilization, demobilization, hire and runing charges of all mechinaries and equipments etc. complete as directed by the Engineer-in-charge. |
| 14 | Dismantling of cement concrete Grade M-15 & M-20 including T & P and scaffolding wherever necessary storing the dismantaling material, disposal of unserviciable material with all lifts and lead of 1000 m.as per the direction of Engineers-in-charge . |
