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| 1 | Clearing shrub jungles,uprooting stumps and small bushes and trees below 1.00m girth on pre measurement etc. Complete in all respects with all labour charges, T & Petc. and as per the direction of the Engineer-in-Charge. |
| 2 | Earth work in excavation in approved type of soil from approved borrow area by mechanical means free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank with all leads on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering in canal / flood bank of all heights including cost of all materials, royalty, T&P, cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess, taxes of all materials excluding GST required for the work, including supervision charges, cost of cutting and trimming the extra fill in the slopes of the Dam &Dykesto design section, construction, maintenance, wateringand lighting of haul roads, borrowareas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing, and specification and direction of the Engineer-in-charge (Measurement is to be taken on the finished level section) |
| 3 | Earth work in excavation of foundationin hard soil or gravelly soil withinall leads and lifts includingdressing andlevelling the bedand depositing the soil away from the working area etc.Complete in all respects with all labour charges,T&P charges, CESS etc. and as directed by the Engineer-in- Charge. |
| 4 | Filling foundation and plinth with sand of approved quality free from any objectionable material well wateredand rammed including all cost, conveyance, royalty, cess and taxes of materials, excluding GST, but including labour charges etc .Complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge. |
| 5 | Supplying,Providing,mixing and spreadinggood quality laterite moorum and sand admixture (in 60:40 ratio) of approved quality from approved quarry including collecting at work site ,watering,ramming and rolling with HRRwith cost, Conveyance, Taxes, Royalty of moorum and sand , all labour charges, T&P charges,hire and running charges of HRR etc. Complete in all respects as directed by the Engineer-in-Charge. |
| 6 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516using crusherbroken hard granitecoarse aggregate 20mm down graded and proportion as specified in I.S. 456code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry and usingtheminimum quantity of cement about 2.80 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texture with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 7 | Rigid and smooth centering and shuttering for R.C.C./P.C.C works including false works and dismantling thenafter specified date of casting and disposal of debries, clearing of work site including cost , conveyance, taxes, royalty of all materials with all labour, T&P required for the work etc. Complete in all respects as directed by the Engineer-in-Charge. |
| 8 | Filling in foundation and plinth with excavated materials including well watered and rammed etc. with alllabour charges ,T & P charges etc. Complete in all respect as directed by the Engineer-in-Charge. (Measurement shall be made on level section as per approved design). |
