Orissa State Housing Board has published Construction Of 11 Nos Hig Core Houses Construction Of 11 Nos Hig Core Houses In The Completed Scheme Of Kanan Vihar, Phase-1, Chandrasekharpur, Bhubaneswar. Submission Date for this Tender is 29-12-2021. Building Work Tenders in Bhubaneswar Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CIVIL WORKSEarthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 2 | In all kinds of soil |
| 3 | In hard soil |
| 4 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 5 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 6 | R.C.C. work of(1:1.5:3)having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in |
| 7 | i)Footing |
| 8 | ii) Column in Ground Floor |
| 9 | iii) Column in First Floor |
| 10 | iv) Grade Beam |
| 11 | v) Lintel |
| 12 | vi) Chajja ( 65 mm) |
| 13 | vii) Shelves( 50 mm) |
| 14 | viii) Staircase |
| 15 | ix) Roof Beam |
| 16 | x) Roof Slab |
| 17 | Providing and injecting chemical emulsion for pre - constructional antitermite treatment as per IS specification and creating a chemical barrier in bottom and sides of foundation trenches, top-surface of plinth filing junction of walls and floors along with external perimeter of the building expansion joints surrounding the pipes and cables etc. complete using approved quality of chemical emulsion of requisite quantity prescribed by the manufacturer as directed by the Engineer-in-charge including cost of all materials and labour taxes etc. complete. (Measurement should be taken as per plinth area and indemnity bond for warranty for 10 years to be furnished) |
| 18 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 19 | Brick work in foundation and plinth with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 20 | Brick work in superstructure with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge in |
| 21 | I) Ground Floor |
| 22 | ii) First Floor |
| 23 | 5 " thick Brick work in superstructure with flyash bricks of size 20x10x7.5cm in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 imersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes moulding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 24 | Providing 6mm thick plaster in C.M. (1:4) inceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 25 | Providing all materials and labour for 25 mm thick Grading Concrete in all floors and all heightsover roof slab with C.C ( 1:1:2) of Cement,Sand and 6mmthick bazri with admixture of Liquid Water proofing Compound of approvaed make and mix propertion laid to proper slope including chamfering corners including close chippings of the RCC surface to receive Grading Concrete including watering,curing for three weeks in cluding cost,conveyance,royalty,octroi tax etc completes as per the direction of Engineer in Charge. |
| 26 | Supplying,Fitting and fixing of M.S Grill gatemade out of MS flats and Square Bars of approved design including cost of all materials,labour,taxes ,conveyance complete in all respect as per the directions of the Engineer in Charge. |
| 27 | Providing and painting two coats with synthetic enamel paint over a coat of zinc oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 28 | Supplying,Fitting andfixing 6mm thick plainA.C. sheet in roof including fixing of ridges,wind ties etc. complete including cost of A.C. sheetand cost of fittings and MS purlins and ratfers of approved design including cost of all materials and labour,taxes ,conveyance and complete in all respectas directed by Engineer-in-charge. |
| 29 | Quarrying,collectiong andfilling moorum in ditches and building premises in layers,watering andcompacting including cost of all materialsand labour,taxes ,conveyance and complete in all respectas directed by Engineer-in-charge. |
| 30 | Dismantling existing core houses and stacking the usuable bricks for reuse including cost of all labours, T & P ,taxes and removing the debris form the worksite including all convveyance etc complete in all respect as per the direction of the Engineer in Charge. |
| 31 | DEVELOPMENT OF PARKEarthwork in excavation IN ALL KIND OF SOIL upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 32 | Quarrying,collectiong andfilling moorum in ditches and building premises in layers,watering andcompactingto OMC with PRR including cost of all materialsand labour,taxes ,conveyance and complete in all respectas directed by Engineer-in-charge. |
| 33 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 34 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 35 | R.C.C. work of(1:1.5:3)having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in |
| 36 | i)Column footing |
| 37 | ii)Coloumn |
| 38 | iii)Grade beam |
| 39 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 40 | Brick work in superstructure with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge in |
| 41 | Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth tosmooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 42 | Supplying,Fitting and fixing of M.S Grill gatemade out of MS flats and Square Bars of approved design including cost of all materials,labour,taxes ,conveyance complete in all respect as per the directions of the Engineer in Charge. |
| 43 | Providing and painting two coats with synthetic enamel paint over a coat of zinc oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 44 | INTERNAL ROAD WORKSEarth Work in all kinds of soil in Embankment within initial lead & liftof 50Mtr and 1.50Mtr respectively .including rough dressing and breaking clods to max. 50mm to 70mm and laying in layers not exceeding 0.22mtr in depth and as per approved specification complete in all respect as per latest spwecification and direction of Engineer-in-Charge. |
| 45 | Collecting,conveying,supplying and stacking at road side beyond the trafficable berm good quality clean river sand of approved quality and from approved ghat as per MOST specification including labour for stacking in box heaps of 1.50 mtr x 1.50mtr x 0.44 mtr. to be measured as one cum for pre-measurement including cost,conveyance,royalty,vat & all other taxes of all materials,labour and T&P etc. required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-Charge. |
| 46 | Quarrying,collecting,conveying,supplying and stacking at road side beyond the trafficable berm moorum of approved quality and from approved quarry as per MOST specification including labour for stacking in box heaps of 1.50 mtr x 1.50mtr x 0.44 mtr. to be measured as one cum for pre-measurement including cost,conveyance,royalty,vat & all other taxes of all materials,labour and T&P etc. required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-Charge. |
| 47 | Quarrying,collecting,conveying,supplyingand stacking at road side beyond the trafficable berms or at approved stacking yard ,black hard crusher broken granite stone metal of approved quality,confirming to IS:383 and IRC specification including labour for stacking in standard box heaps of 1.50Mtr x 1.50 Mtr x 0.50 Mtr to be measured as one cum for pre-measurement including cost,conveyance,royalty ,vat,and all other taxes of all materials,labour and T&P etc. required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-Charge |
| 48 | (b) IRC Grade - II Metal ( 40 mm to 63 mm ) |
| 49 | (c) IRC Grade - III Metal ( 25mm to 50mm ) |
| 50 | Collecting,conveying,supplying and stacking at road side beyond the trafficable berm good quality crusher dust/Quarry rubbish as per MOST specification including labour for stacking in box heaps of 1.50 mtr x 1.50mtr x 0.44 mtr. to be measured as one cum for pre-measurement including cost,conveyance,royalty,vat & all other taxes of all materials,labour and T&P etc. required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-Charge. |
| 51 | Providing labour for admixing moorum & sand in the propertion of 70:30 and laying on the sub base to prpoer slope and grade complete in all respectas per the direction of the Engineer in charge. |
| 52 | Conveying from stacks and spreading Admixure of moorum and sand in 70:30 propertion in Sub-Base in layers to proper camber andlongitudinal gradeas per directionincluding cost of watering and compacting to required density in O.M.C Conditionwith P.R.R including hire & running Charges of P.R.R ,cost of all other materials and T&P required for the work as per direction ,cost and carriage of water for controlled compactionwith all leads & lifts of all materials etc. complete in all respect as per latest specificationand direction of Engineer-in-Charge. |
| 53 | Conveying from stacks and spreading for IRC Grade-II Metal and IRC Grade-III metal confirming to sieve analysis as per MOST specification to an uniform thickness of 100mm compacted to 75 mmand packing the voids with small stones and hand packing the same to proper camber including conveying ,spreading of filler materials, and filling the interstices by spreading the same over the surfaceincluding watering and consolidation with P.R.R including hire and running charges of P.R.R complete but excluding cost and conveyance of metal and filler materials as per the direction of Engineer in charge. |
| 54 | Conveying from stacks and spreading for stone dust/quarry rubbish confirming to sieve analysis as per MOST specification to an uniform thickness of 100mm compacted to 75 mmand packing the voids with small stones and hand packing the same to proper camber including conveying ,spreading of filler materials, and filling the interstices by spreading the same over the surfaceincluding watering and consolidation with P.R.R including hire and running charges of P.R.R complete but excluding cost and conveyance of metal and filler materials as per the direction of Engineer in charge. |
| 55 | Labour for laying 20mm thick PREMIX CARPET using 0.23cum of 13.2mm to 6mm size chips and 12.70kg. penetration grade of bitumen for 9.29sqm including hire and running charges of PR etc. complete but excluding cost and conveyance of bitumen and chips |
| 56 | Labour Charges for scrapping, cleaning, removing the dusts and foreign materials from road surface by using wire brush and laying 6mm thick pre-coated seal coat using 0.06 cum of 6.70 mm size c.b hard granite chips and 6.80 kg of bitumen for 10 sqm of road surface, and conveying of bitumen and heating bitumen to the required temperature and pouring over the road surface uniformly and spreading hard granite 6mm size c.b chips after conveying from stacks on road surfaceto proper camber and gradient and rolling with P.R.R including hire & running charges of P.R.R including cost,conveyance of bitumen ,labour and T&P and all other machineries required for the work ,cost of wire brush but excluding cost of granite chips etc. complete in all respect as per latest specification and direction of Engineer-in-Charge. |
| 57 | Providing and laying Primer Coat/Tack Coat with bitumen including cost of all materials,conveyance of bitumen,labour and T & P and all other machineries required for the work,cost of wire brush but excluding cost of granite chips etc,complete in all respects as per latest specification and direction of the Engineer-In-Charge. |
| 58 | Suuply and laying of PVC Conduit/polythene pipes in roof slab having 25 mm ouetr dia conforming to relevant IS Specification having minimum thickness of 1. 55 mm for provision of concealed wiring to fan points including cost of all labour,T &P and sundries complete as per directions of Engineer in Charge. |
| 59 | Suuply and fixing of CI Circular box 50 mm deep,75 mm dia and 3 mm thick MS sheet having provisions for minimum two outlets, suitable for fixing 25 mm outer dia pipe including cost of all labour,T &P and sundries complete as per directions of Engineer in Charge. |
| 60 | Supplying and fixing in position of fan hooks of 450 mm long with a hook of 75 mm project below roof made ouit of 16mm dia M.S plane rod including cost of all labour,T &P and sundries complete as per directions of Engineer in Charge. |
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