Orissa Industrial Infrastructure Development Corporation-IDCO has published Tender For Up-Gradation Of Storm Water Drainage And Construction Of Cc Road At Bhagabanpur Industrial Estate, Bhubaneswar, Odisha.. Submission Date for this Tender is 15-02-2023. Road Work Tenders in bhubaneswar Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | DRAIN |
| 2 | Excavation of foundation trenches in All kind of soil including cost of all shuttering and shoring in all sides, dewatering the trenches, if required, dressing the sides and leveling the bed up to the required depth and width and depositing the excavated materials within initial lead and lift for re-use or as directed by the Engineer-in-charge including cost of all labour, all other machineries, pumps and T&P required for the work complete in all respect as per latest specification and direction of Engineer-in-Charge wtihin 50m initial lead . |
| 3 | 1.5 m initial lift. |
| 4 | From 1.5M to 3.0M Depth |
| 5 | From 3.0M to 4.5M Depth |
| 6 | Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer-in-charge of earth work. |
| 7 | Disposal ofsurplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as perthe direction of the Engineer-in-charge |
| 8 | Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge. |
| 9 | Providing, lifting, hoisting and layingin position machine batched , machine mixed and machine vibrated design mix cement concrete of M25 in specified reinforced cement concrete structural elements using 10mm to 20mm size black hard crusher broken granite chips, clean coarse river sandof approved quality from approved quarry, including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including cost of scaffolding, watering and curing for the required period, cost of all materials with taxes, royalties, transportation, loading and unloading, dewatering, all labour, sundries, T&P , hire & running charges of all machineries and vibrator,including cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of reinforcement and the cost of centering and shuttering for the work(for all Level). |
| 10 | Providing & fixing TOR Fe-500 reinforcement bars for RCC work of required diameter& of approved quality including straightening, cutting, bending, binding welding , joining (if necessary), tying the grills, hoisting, lowering and and placing in position as per the approved design & drawings with provision of fan hooks including cost, conveyance and taxes of reinforcement bars or tor steel and binding wires of 18 to 20 gauge and labour required for the workin all heights as per the specification & direction ofE-I-C. (Linear measurements will be taken& quantity will be calculated on standard weight.Lap length of bars& weight of binding wire will not be considered for measurement.) |
| 11 | Providing strong, rigid, leveled and plumbed centering and shuttering to required shape and size for all kinds of R.C.C. works in the items mentioned below with wooden or steel centering materials with all necessary bracing, ties and supports for level centering covered with bituminous paper including provision of necessary holes and pockets, electrical conduit pipe, P.H. pipes, fan hooks or boxes, switch board insert plates, clamps and extension bars etc., dismantling and removing the shuttering after the required interval from the date of casting as per the direction of the Engineer-in-charge., including cost of all materials with transportation, taxes, loading and unloading ,all labour for the work, sundries, T&P scaffolding etc. complete |
| 12 | RCC foundation ,Base Slab,Precast cover Slab etc( strom water drain ) |
| 13 | RCCSlab |
| 14 | RCC Wall |
| 15 | DISMANTLING |
| 16 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/ pit. |
| 17 | Girth from 300 mm to 600 mm |
| 18 | Girth from 600 mm to 900 mm |
| 19 | Dismantling of Bituminous courses of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 20 | Dismantling of Granular courses of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 21 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately |
| 22 | Erection of oldElectric poles including excavation and Concrete foundation (M20 Grde) with required base plate and bolt arrangenmentas per approved drawing, all complete as per direction of EIC. |
| 23 | RESTORATION OF ROAD |
| 24 | Construction of granular sub-base by providing Grading II Material, spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 25 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density |
| 26 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 27 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 28 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 29 | CC ROAD |
| 30 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits having CBR not less than 5% with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2and as per relevent clauses of section-300.including cost of leads, transporting to site, spreading, grading to required slope and compacting,all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 31 | Supplying, providing laying in approved layer thickness to line grade cross section and constructing Granular Sub-Base close graded Grading II as shown in the drawing using crushed stone aggregate conforming to grading specified in (Table 400-I /400-I A) & in accordance with physical requirement in BS 812 Part III, Technical specification Part I/IIof specification for road and bridge works MORT&H (4th revision) spreading the samewith motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density including full compensation to all operations, all inclusive costs, contigencies, incidentals, involved for finished defect free item of work complete to specification & as directed by the Engineer or his representative to satisfaction. Internal & External road |
| 32 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing all complete as direction of EIC. |
| 33 | Construction of un-reinforced, dowel jointed, Plain Cement Concrete Pavement using M-30 Grade Concrete over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. |
| 34 | Providing strong, rigid, leveled and plumbed centering and shuttering to required shape and size for all kinds of R.C.C. works in the items mentioned below with wooden or steel centering materials with all necessary bracing, ties and supports for level centering covered with bituminous paper including provision of necessary holes and pockets, electrical conduit pipe, P.H. pipes, fan hooks or boxes, switch board insert plates, clamps and extension bars etc., dismantling and removing the shuttering after the required interval from the date of casting as per the direction of the Engineer-in-charge., including cost of all materials with transportation, taxes, loading and unloading ,all labour for the work, sundries, T&P scaffolding etc. complete |
| 35 | RCC foundation ,Base Slab,Precast cover Slab etc |
| 36 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 37 | N.B.:- GST as applicable will be paid extra. |
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