Irrigation Department has published Tender For Peripheral Development Works Such As Construction Of Temple, Boundary Wall Of Recreation Centre, Internal Road Berm And Drain In Bhagbanpur R And R Colony Of Manjore Irrigation Project.. Submission Date for this Tender is 21-11-2022. Temple Tenders in athmallik Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork excavation in canal/foundation of structures by manual/mechanical means in hard soil in both wet & dry condition, dressing, leveling the bed and sides as per drawing and specification and removing the excavated materials with all leads, lifts, delifts and depositing the materials away from worksite in spoil banks or any other specified space with proper section as directed with all taxes, B & OCWW cess, T&P etc. complete with all costs incidentalto the work as per the specification and as directionby the Engineer in Charge. |
| 2 | Filling foundation and plinth with sand, well watered and rammed by mechanical/manual means and laying in layers duly compacted including cost, conveyance, royalty, labour charge, T&P, watering, ramming, with all leads, lifts and de-lifts including B&OCWW cess & all cost incidental to the work etc. complete as per specification and direction of the Engineer-in-charge. |
| 3 | Providing and laying plain cement concrete M-15 grade using 20mm down graded hard granite crusher broken aggregates and sharp sand of approved grading & quality confirming to the specification for mixing of concrete by batching and mixing plant/concrete mixer and placing manually on approved surface, compacting with space vibrator or manually & finishing concrete surface including trimming and dressing, curing for specified days by suitable means including transpiration of all materials by mechanical means with all leads, lifts, all taxes B&OCWW cess royalty, supplying T&P, supervision charges including mobilization & demobilization, construction and dismantling of gangways and scaffolding, chute, approach road, diversion road, dewatering, site illumination with all costs incidental to the work etc. complete as per the specification and direction of Engineer-in-charge. |
| 4 | Providing and laying RCC M-20 grade using 20mm down graded hard granite crusher broken aggregates and sharp sand of approved grading & quality confirming to the specification for mixing of concrete by batching and mixing plant/concrete mixer and placing manually on approved surface, compacting with space vibrator or manually & finishing concrete surface including trimming and dressing, curing for specified days by suitable means including transpiration of all materials by mechanical means with all leads, lifts, all taxes B&OCWW cess royalty, supplying T&P, supervision charges including mobilization & demobilization, construction and dismantling of gangways and scaffolding, chute, approach road, diversion road, dewatering, site illumination with all costs incidental to the work etc. complete as per the specification and direction of Engineer-in-charge. |
| 5 | Supplying, providing and straightening the coiled or bent up MS/HYSD bars, cutting, bending and placing the grills in position with ties and chairs, spacers and binding wire 18 to 20 gauge, lapping, splicing, welding the joints where ever necessaryfor R.C.C works as per approved design, drawing with all leads, lifts, de-lifts costs and conveyance, taxes, B & OCWW cess, royalty of the reinforcement bars, binding wire and all other materials T & P with cost for mobilization, demobilization and diversion road, approach road and site illumination etc, complete with all costs incidental to the work and as per specification & direction of the Engineer-in-charge. (Weight of binding wire, overlapping, wastage, couplings, welded joints spacer bars chairs, stays hangers and annealed steel wire for binding and placing shall not be considered for measurement & payment in any shape at all). |
| 6 | Providing rigid smooth centering &shuttering for RCC/PCC works for all heights including false work and dismantaling the same after casting and proper curing of approved specifications for all surfaces including supplyingofall materials, T&P, labour and transportation of shuttering materials by mechanical/ manual means and dismantling and removal of forms and making good to the surface where necessary and finishing complete with all cost for mobilization and demobilization, coffer dam, approach road, diversion road site illumination and all taxes, B&OCWW cess, etc, including all costs & labour incidental to the work as per specification and direction of the Engineer-in-charge. |
| 7 | Providing weep holes in plain cement concrete in abutments and retaining walls with 100mm dia AC pipes extending the full width of the structure with slope 1V:20H towards drawing forcewith all cost incidental to the work etc. complete as per the direction of the Engineer-in-charge. |
| 8 | Brick work with fly ash bricks of size 23Cm x 11Cm x 8Cm having crushing strength not less than 75 Kg/Cm² with dimensional tolerance ± 8 percent in Cement mortar (1 : 6) inincludingcost, conveyance, royalty of all materials & labour charges with all other incidential charges etc. complete as per direction of Engineer-in-charge.(a) Foundation & Plinth |
| 9 | Brick work with fly ash bricks of size 23Cm x 11Cm x 8Cm having crushing strength not less than 75 Kg/Cm² with dimensional tolerance ± 8 percent in Cement mortar (1 : 6) inincludingcost, conveyance, royalty of all materials & labour charges with all other incidential charges etc. complete as per direction of Engineer-in-charge. (b) Superstructure |
| 10 | 12mm thick cement plaster in Cement Mortar (1:6) over brick masonary to the smooth surface including cost, conveyance, royalty of all materials & labour charges with all other incidential charges etc. complete as per direction of Engineer-in-charge. |
| 11 | 20mm thick cement plaster in Cement Mortar (1:4) over brick masonary to the smooth surface including cost, conveyance, royalty of all materials & labour charges with all other incidential charges etc. complete as per direction of Engineer-in-charge. |
| 12 | 2.50 cm thick grading concrete (1:2:2) ove coping of boundary wall with 6mm size hard granite chips including cost, conveyance, royalty of all materials & labour charges with all other incidential charges etc. complete as per direction of Engineer-in-charge. |
| 13 | Supplying, fitting and fixing Plain (Ivory) vetrified tiles in floor of size 600mm x 600mm of approved make with application of polymer modified cement based water resitant adhesive bed of required thickness of 10mm and filling joints with epoxy grout of approved quality including cost of all materials, labour with T&P etc complete as per direction of Engineer-in-charge. |
| 14 | Priming one coat to plastered surface with any approved water bound wall cement primer including cost of primer, labour cost with T&P etc all complete as per direction of Engineer-in-charge. |
| 15 | Wall Painting two coat with Weather Coat ofapproved shade on new work to give an even shade including cost of paint, labour cost with T&P, all taxes etc complete as per direction of Engineer-in-charge. |
| 16 | Supplying, fitting & fixing MS/GI grill gate including cost, conveyance, taxes etc complete as per direction of Engineer-in-charge. |
| 17 | Priming one coat to iron work with any approved primer including cost of primer,labour cost with T&P, all taxes etc complete as per direction of Engineer-in-charge. |
| 18 | Painting two coats with any approved paint over iron work including cost of paintlabour cost with T&P, all taxes etc complete as per direction of Engineer-in-charge. |
| 19 | Filling foundation and plinth with the selectedexcavated materials by mechanical/manual means and laying in layers duly compacted including watering, ramming with all leads, lifts and de-lifts including B&OCWW cess & all cost incidental to the work etc. complete as per specification and direction of the Engineer-in-charge. |
| 20 | Excavation of any approved type of soil from approved borrow areas by mechanical means , loading into and transportation by mechanical means and unloading the soil with a lead of 4.0 kms.on properly prepared and scientificaly approved surface includingspreading and levelling the earth in 22.50 cm thick layers to make ready for watering and compaction with sheep foot roller and dozer but excluding watering and compaction in dams and dykes for all heights including construction and maintenance of haul roads and lightingof haul roads and borrow areas etc. complete with all cost incidental to the work as per direction of Engineer-in-charge. |
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