Renovation of Canal System of Hirakud Dam Project of Head Quarter Canal Section

Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area with all leads, lifts, sundries, T&P required for the work etc. complete as per the direction of Engineer-in-charge.

Dismantalling and removing cement concrete including stacking, the useful materials for reuse and removing debris abate from worksite with all lead etc. complete as per direction of Engineer-in-charge.

Earth work in Oridinary soil within initial lead of 50M. and initial lift of 1.5M. Including rough dressing, levelling the bed and depositing the excavated earth away from worksite etc. complete as per specification and direction of the Engineer-in-charge.

Earthwork excavation in all kind of soil including dressing and levelling the bed and depositing the excavated materials away from the work site with all leads, lifts, sundries, T&P required for the work etc complete as directed by the Engineer in Charge

Filling in foundation and plinth with sand including cost, conveyance & royalty of all materials to the work site including watering & ramming with all leads, lifts, sundries & T&P etc . complete, as per direction of Engineer-in-Charge.

Cement concrete M-15 using 40 mm & down graded H.G.C.B. Chips free from weathered skin surface including cost, carriage royalty and taxes of all materials to the work site mixing and laying of concrete in position and compacted properly with all leads, lifts, sundries, T & P required for the work etc. complete as per the Direction of the Engineer in charge.

Cement concrete M-20 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge.

Rigid smooth centering & shuttering for cement concrete works including false work & dismantling after casting and clearing the debries from worksite with all leads,lifts, sundries including cost ,conveyance labour T&P etc. complete as directed by Engineer-in-charge. i. Foundation

ii) Abutment

III) Slab

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and techniocal specification including cost ,conveyance and royalty of all materials to site , T & P sundries,etc. complete as per direction of Engineer-in-charge.

Filling in foundation and Plinth with excavated materials incluiding watering ,ramming etc complete as per direction of Engineer in charge

Excavation of any type of soil in approved borrow area by mechanical means loading into & transportation by mechanical means & unloading the soil with all lead on properly prepared surface including breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 22.5 cm with all leads,lifts, sundries including cost ,conveyance labour T&P etc. complete as directed by Engineer-in-charge

Supplying, laying and fixing NP3 class R.C.C. hume pipe in position and joint with necessary twisted and coal tarred hemp yarn including crawling and filling the joint with C.M. (1:1) including cost, carriage, royalty, taxes etc. of hume pipe and all other materials and complete as directed by Engineer-in-Charge

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth gravel and moorum etc. interspread with boulders up to 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 work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete.

RCC M-25 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge.

PCC M-30 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge.

Rough stone dry packing in aprons and revetment with hard other than granite stone of size 30cm & above in all direction, free from weathered skin surface and any other deleterious materials and filling the interstices with small stones & jally as required including cost, conveyance, royalty & other taxes of all materials and placing in position with all leads, lifts and delifts with all incidental charges required for completion of the work as per the specification, drawing and direction of Engineer-in-charge.

Filling bitumen & cement & jute fibre in expansion joints inclusive of cost of materials, bitumen & cement proportion (3:1) including clearing before pouring 12mm to 25mm & 15 cm depth etc.complete and as per the direction of Engineer-in-charge.

Grouting aprons and revetments 23cm deep with cement concrete 1:4:8 with 2.5 cm broken granite metal with cost, conveyance and royalty of all the materials to the work site with all leads, lifts, sundries, T&P and curing etc. complete as per the direction of Engineer-in-charge

Labour for filling sand in the empty gunny bag including sewing,stiching & laying in position including cost & all charges etc. all complete and as per direction of Engineer-in-Charge.

Random rubble hard granite stone masonary in clay or sand or gravel grouted in foundation and plinth etc as per direction of the engineer in charge.

Scraping old paint with scrapper sand papering and washing with soap water or soda including scaffolding charges upto 5m height etc all complete as per direction of Engineer-in-Charge.

Priming 1 coat with any approved primer with all cost coveyance taxes etc as per direction of Engineer-in-Charge.

Supplying of (9+) mm thickness Cementitious Composite Geo Sysnthetic carpet as per required specification including all cost labour,T & P ,taxes, cess etc complete as per site condition as directed by Engineer-in-Charge.

Laying and installation of (9+) mm thickness Cementitious Composite Geo Sysnthetic carpet as per required specification including all cost labour,T & P ,taxes, cess etc complete as per site condition as directed by Engineer-in-Charge.