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| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurement and stacking the same away from worksite with all labour , T&P etc. required for the work complete as per specification and direction of the Engineer-in-charge. |
| 2 | Dismantling brick or stone masonary including stacking the use ful materials for reuse and removing the debris within 50m lead etc. completein all respect as directed by Engineer-in-charge |
| 3 | Dismantling removing cement concrete including stacking the use ful materials for reuse and removing the debris within 50m lead etc. completein all respect as directed by Engineer-in-charge |
| 4 | Cement concrete M-15 grade with 40mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level,compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water,curing for required time,shuttering if required including all cost,conveyance,royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 5 | Cement concrete M-20 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level,compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water,curing for required time,shuttering if required including all cost,conveyance,royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 6 | Earth work in excavation of foundation in all kinds ofsoil to proper profile with all leads, lifts and delifts etc.complete including rough dressing and leveling the bed and making it fit for laying concrete etc. or as directed by the Engineer-in-charge.(Excluding Over Head Charges & Contractors profit) |
| 7 | providing formwork of concrete with F-1 finish for upstream faces of dam,spillway,Glacis,of barrages , unexposed surfaces of foundation, block joints etc with steel shutters regidly fixed and removal of form & making good to the surfaces where necessary complete with all labour, materials and T&P complete as directed by engineer in charge. (Excluding Over Head Charges & Contractors profit) |
| 8 | Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 9 | Supplying, fitting and placing the HYSD bars includingover lapping and bindingwere t including all cost and carrige etc. complete for straighteninh, cutting , bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bars of any reinforcement asdirected by the Engineer-in-charge. |
| 10 | Filling foundation and plinth with sand including well watered and rammed etc. complete with cost, conveyance, royality of sand including all labour, T & P, Labour welfare cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 11 | Rough stone dry packing in aprons revertments to all heights & slope withhard stones other than granites and laterite of 1cuft. and abovesize (weighting 140 Ibs per cft. And above) quarried and free from weathered skins and of approved quality including filling the interstices with small stones and finishing to proper slope and level with cost, conveyance, royality and other taxes of all materials required for the work etc. complete in all respect as directed by the Engineer-in-charge. (1/6th. volume will be deducted towards voids). |
| 12 | Collecting, supplying, spreading moorum backing to dam top revetments and appron with cost lead royality and all taxes of all materials including labour charges etc. complete in all respect as directed by the Engineer-in-charge. |
| 13 | Earth work inhard soil with initial lead and lift over initial lead and lift including rough dressing and breaking clods to maximum 5 to 7 cm size and laying in layers not exceeding 0.30m depth & levelling and dressing the bed including dewatering if required etc. complete in all respect as per direction of engineer in charge.(Measurement will be taken in finished level section and payment will be made after deduction of 1/6 voids for settlement) |
| 14 | Ramming or rolling earth work with light H.R.R. in embankment in layers not exceeding 0.30m in depth etc. complete in all respect as directed by the Engineer in-charge. |
| 15 | Laying and fixing in position RCC spun pipewith collars jointed with cement mortar 1:3 including cost of pipe, conveyance chargeand all taxes etc. complete in all respect as directed by the Engineer in-charge. |
| 16 | Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum 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 excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of 1km from the place of excavation complete. |
| 17 | Removing cement plaster from wallin cement mortar including racking out the joints 12mm deep or as directedetc complete as directed by Engineer-in-charge |
| 18 | 20 mm thick cement plaster in cement mortar (1:6)with cost conveyance and royality and labopur charges including watering and curingetc complete in all respect as directed by the Engineer-in-charge. |
| 19 | Fine dressing and turfing the earth work slope with best compacted du grass with two extra leads over the 50m initial lead and 1.5m lift with transporting mech means with 5 km and labour charges (Data for 100 Sqm) etc. complete in all respect as directed by the Engineer-in-charge.(Measurement is to be taken after full survival of turf on finished level section). |
