Orissa Industrial Infrastructure Development Corporation-IDCO has published Tender For Providing Laying Testing And Commissioning Of 800Mm Nb Dia D.I. S/S K-9 Pipe In Raw Water Rising Main From Proposed Intake Well Of Idco On River Bramhani To The Water Work Site At Neulapoi Industrial Estate. Submission Date for this Tender is 08-09-2023. Ductile Iron Pipe Tenders in dhenkanal Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Aug-2023 | technical | Technical Bid | 05-09-2023 |
| 2 | 28-Aug-2023 | date | Date | 05-09-2023 |
| 3 | 05-Sep-2023 | date7 | Date | 08-09-2023 |
| Sl. No. | Item Description |
| 1 | Earth work : |
| 2 | Supplying all labour and T&P , cutting asphalt or bituminous road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of alllabour, T & P etc. all complete as per the direction of engineer-in-charge. |
| 3 | For 800mm dia DI Pipe line |
| 4 | Supplying all labour and T&P, cutting metalledroad of grannualar course of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of alllabour, T & P etc. all complete as per the direction of engineer-in-charge. |
| 5 | Supplying all labour and T&P and dismantling of RCC construction including stacking the useful materials and removing the debris within 50m lead as per the direction of the Engineer. |
| 6 | Breaking of culvert/drain/water channel etc |
| 7 | Supplying all material,labour and T & P and constructing cement concrete (1:3:6) work with 40mm size hard broken granite metals including curing ,bailing out water if necessary etc all complete as per specification and direction of the Engineer. |
| 8 | Restroration of structure |
| 9 | Supplying all material,labour and T & P and constructing RCC work in M25providing reinforcement steel as required, centering & shuttering ,hoisting and laying of concrete,curing etc. all complete as per specification and direction of the Engineer. |
| 10 | Restroration of structure |
| 11 | Supplying all labour and T&P,earth work excavation in oridinary soil( in pipe trench) wtihin 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department along with proper compaction with P.R.R. including hire and running charges of P.R.R. |
| 12 | For 800mm dia DI Pipe line(considering 20% of the Total Quantity) |
| 13 | For 2nd depth(Extra depth at road crossing for thrust block) |
| 14 | Supplying all labour, T&P and earth workexcavation in disintregated rock in pipe trenchs etc including dressing and levelling the bed and depositing the soil within 50M initial lead and 1.5M initial lift, as per the direction of the Engineer-in-charge. |
| 15 | For 1st depth |
| 16 | For 2nd depth |
| 17 | Supplying all labour and T&P, earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 18 | For 800mm dia DI Pipe line(considering 20% of the Total Quantity) |
| 19 | For 1st depth |
| 20 | For 2nd depth |
| 21 | Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department |
| 22 | For 800mm dia DI Pipe line(considering 20% of the Total Quantity) |
| 23 | For 1st depth |
| 24 | For 2nd depth |
| 25 | Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) within 50m. Initial lead and 1.5m initial lift as per the direction and specification of the Deparment. |
| 26 | For 800mm dia DI Pipe line(considering 20% of the Total Quantity) |
| 27 | For 1st depth |
| 28 | For 2nd depth |
| 29 | Supplyingfillinginfoundation&plinthwithsandwellwatered& rammed including cost, conveyance, royalties, taxes all labour, T&P etc. all complete as per specification and direction of Engineer-in-charge. |
| 30 | Sand bedding in slushy soil |
| 31 | Supplyingfillinginfoundation&plinthwithsandwellwatered& rammed including cost, conveyance, royalties, taxes all labour, T&P etc. all complete as per specification and direction of Engineer-in-charge. |
| 32 | Sand filling in embakment of road |
| 33 | Supplying all materials, labour, T&P for providing and fixing close barricading for trenches and structures for safety purpose as per direction of Engineer-in-Charge. (Both side of the trenches will be taken as one side for the purpose of measurement and payment i.e. length of trench.) |
| 34 | Supplying all materials, labour, T&P , layingintrenchesCENTRIFUGALLYCAST(SPUN)DUCTILEIRON PRESSURE,SOCKET&SPIGOTPIPES,CLASS-K9WITH CEMENT MORTAR LINING conforming to I.S. 8329 of the following nominal diameter as per specification, complete for push on rubber gasketjointing..,asperthespecification,allcompleteasper direction of engineer-in-charge (Earth work in trenches jointing of pipesspecialsandfittingtobemeausredseparately)(Including cost with labour) |
| 35 | 800mm dia D.I pipe(K-9) |
| 36 | Supplying all materials, labour and T&P for Providing Push-on-joints confirmingtoIS:3114tocentrifugally(Spun)CastIronPipesor Ductile Iron pipes using rubber gasket conformingto IS:5382of Styrene Butadene Rubber (EPDM) quality , testing of joints,etc. all completeasperspecificationanddirectionofEngineer-in-Charge including supplying of all labour, material, tools & plants required to perform the work.[excluding cost of rubber gasket] |
| 37 | 800mm dia Push-on-joints ( With Rubber Ring) |
| 38 | Supplying all materials, labour and T&P, laying in trenches DI specials conforming to I.S.-1538 of the followingdiameterasperP.H.specificationsincludingcarriageof materialsfromstoretoworksiteetccomplete.(excludingearth work in excavation,jointing and cost of specials) |
| 39 | For 800mm dia DI Pipe line 11.25 degree bend |
| 40 | For 800mm dia DI Pipe line 22.5 degree bend |
| 41 | For 800mm dia DI Pipe line 45 degree bend |
| 42 | For 800mm dia DI Pipe line 90 degree bend |
| 43 | Fixing ofDI Butterfly Valve of RATING PN - 1.60 (including cost of Butterfly Valves)Gear operated |
| 44 | 800 mm dia DID/F butter Fly Valve (PN1.6) |
| 45 | Supplying all materials, labour, and T&P for providing mechanical joints to flange socket as per relevant IS with suitable flanged joints and fitting & fixing of following in pipeas per specifications including testing with cost of all jointing materials, transportation to site etc. all completeas per the specifications and directions of Engineer-in-charge. |
| 46 | 800mm dia MJ Socket |
| 47 | Supplying all labour, T&P materials etc.and constructing RCC-M 25 sluice valve chamber of following internal sizes having minimum cube strength 250Kg/cm²at 28 days confirming to IS-456/2000 and IS-3370 at all locations & heights, :earthworkinexcavationinallkindsofsoil; layingof150mm thick CC (1:3:6) with crusher broken hard granite metal up to 4 cm sizemetal; 200mm thick RCC wall with Providing & Placing MS reinforcement (HYSD bars) of required dia including cutting, bending, binding, straightening of approved quality as per approved design & drawing & tying the grills for RCC works & placing in position using binding wires 18 to 20 gauge soft drawn & cold annealed. And 12mm thickcementplasteringwithCM(1:4)withpunning for inside surfaces & out side plastering above GL & cement pointingbelow GL etc.all complete including precastFactorymadeHeavyduty RCC cover slab with Frame ( SD-20) made out of M25 concrete to withstandagainst20MTvehicularload aspertheapproved drawing if any and the direction of Engineer-in-charge. |
| 48 | 1.45m x 1.45m x 2.50m ( deep).for 800mm dia Butterfly valve |
| 49 | Supplying all labour, T&P materials etc.and constructing RCC-M 25 Air valve and scour valve chamber of following internal sizes having minimum cube strength 250Kg/cm²at 28 days confirming to IS-456/2000 and IS-3370 at all locations & heights, :earthworkinexcavationinallkindsofsoil; layingof150mm thick CC (1:3:6) with crusher broken hard granite metal up to 4 cm sizemetal; 200mm thick RCC wall with Providing & Placing MS reinforcement (HYSD bars) of required dia including cutting, bending, binding, straightening of approved quality as per approved design & drawing & tying the grills for RCC works & placing in position using binding wires 18 to 20 gauge soft drawn & cold annealed. And 12mm thickcementplasteringwithCM(1:4)withpunning for inside surfaces & out side plastering above GL & cement pointingbelow GL etc.all complete including precastFactorymadeHeavyduty RCC cover slab with Frame ( SD-20) made out of M25 concrete to withstandagainst20MTvehicularload aspertheapproved drawing if any and the direction of Engineer-in-charge. |
| 50 | 1.45m x 1.45m x 2.50m ( deep) |
| 51 | Providing cement concrete(1:3:6) with 12mm size CBHGmetal includingcostofallmaterials, labour T & P etc. all complete as per specification & direction of Engineer-in-charge. |
| 52 | in road crossing |
| 53 | Supplying all materials, labourT & P for providing M-25concerete Encaseing of pipe line including hoisting and laying etc. all complete as per specification and direction of Engineer-in- charge. |
| 54 | Supplyingall materials, labour and T&P, Placing MS reinforcement (HYSD bars) of required dia including cutting, bending, binding, straightening of approved quality as per approved design & drawing & tying the grills for RCC works & placing in position using binding wires 18 to 20 gauge soft drawn & cold annealed. @ 75 Kg/cum |
| 55 | Supplying all materials, labour, T & P for refilling the trenches with excavated materials within 50m initial lead and 1.5m initial lift etc. all complete. |
| 56 | Supplying all labour, T&P and removing surplus earth by mechanical means within 5 K.M radious etc all complete as per the direction of EIC. |
| 57 | Supplying all materials Labour& T&Pfor Fixing of DI tamper proof Kinatic Air Valve P.N 1.6 for water works purposes conforming to IS specification for the followingnominal diameters as per specificationcomplete including cost of Air valve. |
| 58 | 150mm dia Tamper proof kinatic Air Valve |
| 59 | Supplying all materials Labour& T&Pfor Fixing of Socket Spigot Tee with Flange branch for ARV P.N 1.6 for water works purposes conforming to IS specification for the followingnominal diameters as per specificationcomplete |
| 60 | 200mm Dia Scour valve PN. 1.6 as per IS Specifiction |
| 61 | Supplying all materials Labour& T&Pfor Fixing of Socket Spigot Tee with Flange branch for Scour P.N 1.6 for water works purposes conforming to IS specification for the followingnominal diameters as per specificationcomplete including cost of Air valve. |
| 62 | Construction of RCC M-20 Thrust blocks, Anti-flotation & Pillars of following minimum size having minimum cube strength 200Kg/cm²at 28 days confirming to IS-456/2000 and IS-3370 at all locations & heights using graded H.G. stone aggregate (crusher broken ) of 20mm & down size including machine mixing, lifting, conveying, placing in position, mechanical consolidation, curing, dewatering, if necessary, including cost for rigid leveled and plumbed centering and shuttering to required slope, allignment and size for all kinds of RCC work with steel centering materials with all bracing, ties, anchorage and supports and removing the same after required interval from the date of casting. Providing and placing MS reinforcement (HYSD bars) including bending, binding, straightening of approved quality as per approved design & drawing and tying the grills for RCC works (size1.7x 1.7 x 1.8 m. for 11.25,22.5, and 45 degree bend. (19 number for each of degrees) |
| 63 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 450 confirming to specificationof following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C. |
| 64 | Laying of 800mm dia MS Pipe 8mm thick as per IS:3589 Gr.330 MS pipes (Fe-450 grade) conforming to IS 3589-2001 |
| 65 | Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for following plate thickness all complete as per specification and direction of Engineer-in-Charge. |
| 66 | Considering 100 numbers of joint for pipe bends |
| 67 | Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete |
| 68 | Restroration of road |
| 69 | Providing and cement concrete(1:3:6) with 12mm size CBHGmetal includingcostofallmaterials, labour T & P etc. all complete as per specification & direction of Engineer-in-charge. |
| 70 | Providing and layingcement concrete M-20having minimum cube strength 200Kg/cm²at 28 days confirming to IS-456/2000 and IS-3370 foundationusing 12mm size hardblack crusher broken granite chips of approved quality and size from approved quarry includingcost, conveyance, royality, complete and providing all materials, labour T&P incluging machine mixing, lowering, laying and compacting to proper thickness, watering and curing for the required period and including dewatering (if required) as per the specification & direction of Engineer-in-charge . |
| 71 | GST as applicable extra |
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