Odisha Construction Corporation Limited Tender

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost of all materials, royalty, hire charges of machineries, cess etc. complete as per the direction of Engineer-in-Charge

Cleaning the existing granular Base surface including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing and applying tack coat on primed surface with Bitumen / Emulsion (RS-I) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing & laying Bituminous Macadum with hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision).including cost of all materials, royalty, hire charges of machineries, cess etc. complete as per the direction of Engineer-in-Charge Grading-II (19mm nominal size)

Providing & laying SDBC with batch mix hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision) including cost of all materials, royalty, hire charges of machineries, cess etc. complete as per the direction of Engineer-in-Charge Grading-II

Blinding road surface with sand 6mm thick with all leads, lifts & de-lifts etc. complete including cost, conveyance, royalty, all taxes, cess and labour, T & P etc complete as directed by the Engineer in charge.

Excavation of foundation in hard soil including stony earth and gravel mixed with boulders not exceeding 0.014 cum in volume with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and all other taxes, cess etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand of good quality including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess of all materials etc complete as per specification and direction of the Engineer in charge.

Providing and placing in position of P.C.C / R.C.C of M-15 A-40 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing and placing in position of P.C.C / R.C.C of design mix of M 15 A-20 grade having specified characteristic compressive strength of 15 N/mm2 in design mix with the quantity of cement as specified in I.S. / I.R.C,. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 / I.R.C. –78 using crusher broken hard granite coarse aggregate 20 mm downgraded and proportion as specified in I.S. 456 / I.R.C. 21 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in canal structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement in accordance with the test result of design mix as per relevant clause of IS code and approved quality of aggregates free from weathered skin surface and any other deleterious materials , uniform coloured texture with all leads, lifts and delifts including cost, carriage, royalties, cess, taxes and quality control test cost of all materials, dewatering, mixing and vibrating for compaction by mechanical means and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P labour and supervision charges including mobilization and demobilization including hire and running charges of all machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved design, drawing , specification and direction of the Engineer in charge.

Providing form work with F1 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 including cost of all materials etc. complete in ground floor with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Filling foundation and plinth with excavated materials including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess of all materials etc complete as per direction of the Engineer in charge.

Supplying ,fitting and placing uncoated HYSD bar reinforcement completeincluding cost of all materials, royalty, hire charges of machineries, cess etc. complete as per the direction of Engineer-in-Charge & as per drawing and technical specification.

Providing weep holes in brick masonry/ plain/reinforced concrete abuttments, wing walls/return walls with 100mm dia A.C pipe etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge