Odisha Industrial Infrastructure Development Corporation Tender

Earth work in stoney earth & gravels mixed with stone boulders not exceeding 0.014 cum in volume within 50m initial lead & 1.50m lift including dressing, levelling & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m in depth & as per specification & direction of Department.

Excavation of foundation in laterite rock or any hard rock (other than granite or disintegrated rock) removed by chiseling including dressing and leveling and benching the bed not exceeding 1.50m depth and depositing and soil within initial lead of 50m and as per specification approved by the department.

Filling foundation trenches and Plinth with excavated & selected earth, laying in layers not exceeding 23cm thick well watered & rammed etc. complete including labour , T&P, lead & lift cost & conveyance, loading, unloading etc. complete as per specification & direction of EIC.

Filling the pipe line trenches with sand including watering & ramming etc. complete including all labour, T&P, cost of sand, conveyance, taxes, royality, loading & unloading as per specification & direction of EIC.

Providing all materials, labour, T&P for laying of centrifugally cast (Spun) Ductile Iron pressure pipes for water works purpose with socket & spigot ends confirming to IS-8329/2000 with 3rd revision in standard lengths for classification- K-9 suitable for push on joints (Rubber Gasket 'D' jointing) with outside zinc coating as per IS-8329/2000 including alligning the pipes inside trench as per IS-12288/1987 including testing the pipe line with required water pressure as per IS-8329/2000 amendment 1st, Sep. 2011 etc.all complete as per specification & direction of EIC (Excluding cost for earth work, jointing of specials rubber gasket & fittings which shall be paid separately).

250mm dia (NB) S/S Pipe (K-9) suitable for push-on joint

Providing all labour, T&P and making push-on joint with rubber gasket ring (as per IS-5382)/1985 1st Revision suitable for D.I pipe and fittings of the following nominal dia including testing of the joints with required water pressure (The cost is inclusive of cost of ring) and all complete as per specification & direction of E.I.C.

Rubber Gasket (EPDM/SBR) suitable for 250mm dia D.I pipes (Labour only)

Rubber Gasket (EPDM/SBR) suitable for 250mm dia D.I fittings with ISI mark.

Providing all materials, labour, T&P and laying in trenches following D.I fittings & fixing with the pipes after cutting the pipes to required shape & size including wastage etc. confirming to IS-9523:2000, 1st revision with pressure rating PN-1 of following nominal diameter, all complete including test the joints with required water pressure as per specification & direction of EIC. (Excluding cost of earth work in trenches, back filling & rubber gasket)

250mmx250mmx80mm DI D/S & Flange Tee

250mmx250mmx250mm DI D/S & Flange Tee

250mm x 22.5º DI D/S Bend

250mm x 11.25º DI D/S Bend

250mm x 45º DI D/S Bend

250mm x 90º DI D/S Bend

250mm DI MJ collar

250mm DI Flanged Socket tail piece

250mm DI Flanged Spigot tail piece

250mm dia MS Bend

250mm dia MS Tee

250mmx250mmx100mm MS Flange Tee

250mm dia MS flange

100mm Flanged Spigot

Providing, fitting & fixing of following size valves as per IS specifications including fixing the same with supply of required jointing materials like rubber insertion, MS nuts & bolts, paint etc. and testing the joints with required water pressure & all complete as per specification & direction of E.I.C.

300mm dia D.I Sluice valve (Non rising spindle) of PN-1.0 as per IS-14846/2000 with ISI mark.

200mm dia D.I Sluice valve (Non rising spindle) of PN-1.0 as per IS-14846/2000 with ISI mark. (For washout)

80mm dia D.I. Tamper Proof Kinetic air valve without Isolating SLB of PN-1.0 as per IS-14845/2000 with ISI mark.

80mm dia D.I. Tamper Proof Kinetic air valve without Isolating SLB of PN-1.0 as per IS-14845/2000 with ISI mark.

Providing all materials, labour and T&P required for construction of RCC M-25 valve chamber of following minimum size having minimum cube strength 250Kg/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, levelled & plumbed centering & shuttering to required slope, allignment & size for all kinds of RCC work with steel centering materials with all bracing, ties, anchorage & supports & removing the same after required interval from the date of casting, the minimum thickness of RCC base slab, all side walls and roof slab shall be not less than 200mm, 150mm and 125mm respectively,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. PCC 1:3:6 with 40mm size h.g. stone metal (crusher broken) of 100mm thick, earth work excavation in all kinds of soil/rock including back filling duly watered & rammed as per approved design & drawing and fixing pre-cast factory made RCC man hole cover with frame of clear opening of 600mmx450mm and providing and fixing of Polypropylene Steel Reinforced Man Hole stps of approved quality and size in two parallel lines of 300mm spacing in vertical walls with center to center 375mm(staggered).Painting the chamber with 2 (two) or more coats of approved water proofing cement paint over a coat of cement wash. Printing and writing the wall sign board of approved size and specification including cost of all materials, labour, T&P, royalties, all taxes and hire & running charges of machineries with POL etc. all complete as per specification & direction of EIC.

Inner size 1200mm x 1500mm x 1800mm valve chambers for Sluice valves and NR valves

Construction of RCC M-20 thrust block 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, levelled & plumbed centering & shuttering to required slope, allignment & size for all kinds of RCC work with steel centering materials with all bracing, ties, anchorage & supports & removing the same after required interval from the date of casting, 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, PCC 1:3:6 with 40mm size h.g. stone metal (crusher broken) of 100mm thick earth work excavation in all kinds of soil/rock including back filling duly watered & rammed as per approved design & drawing etc. all complete as per specification & direction of EIC.

RCC Thrust block of size 1000mm x 1000mm x 1000mm height

Providing all materials , labour, T&P for making flange joints with the pipes & fittings including supply of required & approved size of M.S. nuts & bolts, washer & rubber insertion & paints etc. including testing the joints with required water pressure etc. all complete as per specification & direction of EIC.

250mm dia Flange Joint

Providing all labour, T&P for dismantling and removing cement concrete including stacking the useful materials for reuse & removing the debris within 50m lead etc.as per specification & direction of the Engineer-in-charge.

Providing and laying cement concrete (1:1½:3) in foundation and bottom layers using 12mm size hard black crusher broken granite chips of approved quality and size from approved quarry including cost, conveyance, royality, all taxes complete and providing all labour T&P for machine mixing, lowering, laying and compacting by mechanical means to proper thickness, watering and curing for the required period and including dewatering (if required) as per the specification & direction of Engineer-in-charge.

Providing all materials, labour T&P for laying of following dia MS pipes with required size of fittings, like off set, bend, tapper etc. as per site condition for water works purpose, including gas cutting by oxygen and acetylene gas flame, fitting and setting as per required size to IS specification and electrodes confirming to IS specification after "V" grove cutting including cost of hire and running charges of welding generator set etc,(The pipes shall be painted with two or more coats of approved anticorrosive Epoxy paint of approved shade ) and aligning the pipes below/ above the ground level as per site condition.Earth work excavation in all kinds of soil/ rock of required depth and width, back filling, dewatering wherever necessary, shoring and shutting etc. for the work The cost inclusive of all taxes, duties, transportation, hire & running charges of machineries, POL, to & fro charges with all consumables etc. including testing the joint with required water pressure etc all complete as per specification and direction of EIC.

250mm dia (NB) MS Pipe of wall thickness 8mm as per IS 3589/ 2001.

Providing all materials, labour, T&P for fixing MS flanges suitable for following dia MS pipe including cutting the pipes by oxygen and acetelene gas flames as per the required size and slope and electric welding the same with the pipes as per IS specification including cost for hire and running charges of all machine with POL. (The flanges shall be made out of following thickness plate after cutting as per required size and shape, drilling of bolt holes as per IS specification, painting the same with two or more coats of anticorrossive paint (Epoxy), the cost inclusive of hire & running charges of machineries, POL, To & Fro charges with all consumables, testing of the joints with required water pressure etc. all complete as per specification and direction of EIC.

MS flange (26mm thick) suitable for 250mm dia (NB) MS pipe as per IS 6392/1971.

Providing all materials, labour, T&P for encasing the following dia of MS and DI pipe with RCC M-20 with 20 mm and down h.g. crusher broken chips having minimum cube, strength 200 Kg/cm² at 28 days conforming to IS-456/2000 and IS:3370 as per approved drawing and design including machine mixing, lifting, conveying, placing in position, mechanical consolidation, curing dewatering if necessary. The minimum thickness of R.C.C. from pipe bottom, top & all sides shall be not less than 300 mm, 450 mm and 300 mm respectively. The cost shall be inclusive of form work to required slope and plumb for all kinds of RCC work and necessary shoring & shuttering including construction of coffer dam required for the work, providing and placing MS reinforcement (HYSD bars) of required dia including cutting, bending, binding and straightening of approved quality as per design and drawing, tying the grills for RCC work and placing in position using binding wires ( 18 to 20 guage soft drawn and cold annhealed) PCC 1:3:6 with 40 mm size h.g. crusher broken metal of 100 mm thick etc. earth work excavation in all all kinds of soil / rock including back filling duly watered and rammed as per specification and direction of EIC.

250mm dia (N.B.) M.S./ D.I. pipes.

Providing all labour, T&P and machineries for cutting the Black Top road for taking pipe line of 250mm dia of required width & depth & making good the damages to original shape etc. all complete as per specification & direction of EIC.

Providing all material, labour & T&P for removing the 60mm thick interlocking paver blocks of approved shade and pattern laid on 50 mm thick bed of sand etc complete as per direction of Engg. in charge. For reuse after repair work

Providing all labour, T&P and machineries for Removing Paver blocks and relaying including making good the damages for taking pipe line of 250mm dia of required width & depth & making good the damages to original shape etc. all complete as per specification & direction of EIC.

Providing all labour, T&P and machineries for Providing MS joist for supporting of pipe line crossing near the bridge and laying pipe line of 250mm dia of etc. all complete as per specification & direction of EIC.and requirement at site condition.

Provision for restoration / compensation towards damages to service lines and mending damages done to road during execution of laying pipe line and other to overcome any unfreseen items and situations