Road And Building Department-RBD has published Construction Of 6 Lane 200 Meter Synthetic Athletic Track, Basket Ball Field 2 Nos, Volley Ball Field 02 Nos And Natural Grass Football Field For Sainik School Sambalpur Odisha Synthetic Athletic Track, Basket Ball Field , Volley Ball Field And Natur. Submission Date for this Tender is 16-08-2021. Road Work Tenders in Sambalpur Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Aug-2021 | Change in Special Condition and BOQ | Technical Bid | 16-08-2021 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundationby Hydraulic Excavator as per approved drawing and technical specificationin all kinds of soil including moorum, stony earth mixed with boulders (except sheet rocks and boulders requiring blasting) with all leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the works etc. complete as directed by the Engineer-in-charge. |
| 2 | Loosening minimum 150mm thick, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specificationCl. 305.3.4of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty as per direction of the Engineer-in-charge. |
| 4 | Construction of granular sub-base by providing d Granular sub-base Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge. |
| 5 | Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming tograding specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge. |
| 6 | Supplying, providing, spraying & primer coat over prepared granular base (WMM) withBituminous emulsion of medium porosity (medium setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge |
| 7 | Providing and applying tack coat with 80/100 (VG-10) grade bitumen using bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works (latest Revision) etc. complete or as directed by the Engineer-in-charge. |
| 8 | Providing and laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates ofGrading II (19mm nominal size) premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site,laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for Road & Bridge works (Latest Revision) |
| 9 | Providing and laying 30 mm thickbituminous concrete with Hot Mix Plant using crushed aggregates ofGrading II (13mm nominal size), premixed with bituminous binder of 60/70 penetration grade ( VG-30)of bitumen, 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 (LatestRevision) specification clause No. 509 complete in all respects |
| 10 | Cement concrete (1 : 1½: 3) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour and T&P etc. required for the workcomplete for fixing throwing circles for discus/Hammer/Shotput in required diametre/size including cost of cutting the base and sub-base where ever necessary cost of fixing the required throwing circle rings ( excluding cost of rings) for discus/hammer/shotput with necessary fixing arrangements as per direction of E.I.C. The finished surface of concrete base slab have required non skid/ non slippery finish and gradient asper requirements/specification laid down by IAAF |
| 11 | Providing and laying Synthetic Atheletic Track of Full PUR System having a minimum thickness of 15mm with valid product approval certificate and laboratory test certificate from World Atheletics (IAAF) for minimum 15mnm thickness, including marking on the surface all complete as per requirement/specification laid down by Owrld Atheletics(IAA) and Class-II Certification. |
| 12 | (A)Normal Stress Areas. the thickness of finished track surface should not be less than 15mm |
| 13 | (B)High Stress Areas. With minimum thickness of 20mm of finished track surface. |
| 14 | (C)High Stress Areas. With minimum thickness of 25mm of finished track surface. |
| 15 | Cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour and T&P etc. required for the workcomplete. |
| 16 | Fly Ash brick masonry in cement mortar (1:4) in Foundation and plinth using fly ash bricks of23cm x 11cm x 8cm size having a crushing strength of not less than 75 kg/cm2 with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work complete in all respect. |
| 17 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 18 | R.C.C. work of prop.(1:1½:3) in drain base work using 12mm to 20mm (½” to ¾”) size (20mm not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position. |
| 19 | Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete in all floors (weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only manufacturing companies such asSAIL / TATA / RINL /JINDAL & SHYAM STEEL(grade Fe-500D) are to be used in the work & if required original bill ofsteel has to be produced by the contractor) |
| 20 | Laying and fixing450mm dia R.C.C. Hume pipe (NP2) in proper position with collars jointed with cement mortar (1:2)including cost of Hume pipe and all materials, conveyance, labour with T&P required for the work etc. complete in all respect. |
| 21 | Cement concrete of proportion (1:4:8) in foundation and floors using 4cm (1 ½”) size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour and T&P required for the work etc. complete in all respect. |
| 22 | Providing & Laying at or near ground level, factory made kerb stone of M-25 grade cement concrete in position to the required line, level & curvature, jointed with cement mortar 1:3( Icement: 3 sand) including marking joints with or without grooves( Thickness of joints except at sharp curve shall not to be more than 5 mm) including marking drainage opening whereever required complete etc as directed by Engineer In Charge complete in all respect |
| 23 | R.C.C. work of prop.(1:2:4) in following works using 12mm to 20mm (½” to ¾”) size (20mm not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position. |
| 24 | Laying and fixing 250mm dia R.C.C. Hume pipe (NP2) in proper position with collars jointed with cement mortar (1:2)including cost of Hume pipe and all materials, conveyance, labour with T&P required for the work etc. complete in all respect. |
| 25 | Supplying al material labour T&P and Construction Gully Trap Chamber of the following size with Cement Concrete (1:4:8) using 40mm size hard Granite metal on foundation, 1st class K.B Brick work in cement mortal (1:5) moulding and shaping the channl inside and benching with cement concrete (1:2:4) using 12mm size H.G Chips 12mm thick cement plaster (1:3) withpunning to inside 12mm thick cement plaster (1:3) to outside RCC Cover Slab in(1:2:4) using 12mm Size H.G Chips earth work in excavation in all kind of soil and refilling the cavity around the chamber including watering curing conveyance of all materials to the work site, payment of royality taxes etc. allcomplete as per approved specification and direction of the Engineeer in Charge. |
| 26 | Supplying and filling in foundation and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the EIC |
| 27 | Providing and laying 80mm thick Factory made cement concrete interlocking paver block of m-30 grade made by block making machine with strong vibratory compaction of approved size,design & shape laid in required colour and pttern over and including 50mm thick compacvted bed of course sand filling the joints with fine sand etc. al compltee as per the direction of Engineer in Charge |
| 28 | Supplying and laying of Separation Membrane of impermeable plastic sheeting 125 micron thick approved by IAAF complete in all respectas directed by Engineer In Charge. |
| 29 | Providing and laying Porplastic outdoor PU sports surface in sandwitch construction consisting of an elastic layer, pore sealer,self levelling coating and multipop coating complete in all respect as directed by Engineer In Charge.. The system should be water impermeable having maximum thickness of approx 13mm. |
| 30 | Supplying and installation of movableBasketball pole set with 30mm acrylic board and redo Rings Olympic 6" square pipe movable. Movable 8" channel trolley, 6" square pipe for 3.2 mtr extension. 12" wheel comes with foam protection pads. ATEincluding glass board and net ring as per international standard |
| 31 | Supplying and installation of artificial Turf for a volley ball field having permeable backing, pile height 50 mm to site including rubber and sand silica infill as per manufacturer"s recommended quantities, unloading and staging of Rolls, gluing of seams, infilling with appropriate dispensing, spreading and levelling equipment, brushing etc complete in all respect as directed by the Engineer In Charge. |
| 32 | Providing and fixing of volley ball poles (4" dia fixed post with crank system for hight adjustable)with net of international standard approved by IAAF complete in all respect as directed by Engineer In Charge |
| 33 | Grassing with selection No 1 Natural Grass including watering and maintenance of the lawn for a minimum period of 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth,if needed in rows 10 cm apart in both direction complete in all respect as directed by Engineer In Charge. |
| 34 | Supplying and applying of needful chemical and fertilizer for the growth of grass and its protection from weeds,insects and other objects complete in all respect as directed by Engineer In Charge. |
| 35 | Supply and insrtallation of pop-up 1-25 series (Hunter, U.S.A. or its eqivalent) sprinkler system for natural grass football field surface including all fittings, PVC pipes, accessories, Excavation, laying pipes complete in all respects including supplying and installation of 10 H.P. Submersible monoblock pumping set with electronics controller making connections suitable for T.W/ D.C.B./Open Well, installation of complete fittings and accessories with supplying pioes jointing of electrical cable and other connections. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
