Tender For Construction Of Black Top Road, Rcc Drain And Cd Works At Mukundaprasad Industrial Area, Khorda, Odisha.
Tender Value
2.47 Crore
Estimated cost
Bid Submission
16 Nov 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khorda → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Construction Of Black Top Road, Rcc Drain And Cd Works At Mukundaprasad Industrial Area, Khorda, Odisha.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Nov-2022 | 1 ST CORRIGENDUM | Financial Bid | 16-Nov-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | 18 mtr RoW |
| 2 | 150.00 mtr Road |
| 3 | Scarifying existing bituminous surface layer to a depth of 50mm by mechanical means, disposing the unserviceable excavated materials away from road land & stacking the unused excavated materials for re use within road land as per clause no. 305 with Cl. 112 & technical specification Part I / II of specification for road and bridge works MORT&H (4th revision) including rolling & compactingthe scarifyied surfaceby 8ton to 10 ton smooth wheeled power road roller including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification as directed by Engineer in charge. |
| 4 | Filling Berm For road work with moorum & sand admixture etc. Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum |
| 5 | Construction of granular sub-base by providing Close graded Granular subbase Grading-II 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works excluding GST. |
| 7 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, 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 specification clause No. 507 complete in all respects.penetration grade 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 perClause 508 of MoRTH Specifications for Road & Bridge works (4th Revision). |
| 8 | Providing and laying semi dence bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works(4th revision) |
| 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H specification for road and bridge works (4th revision) |
| 10 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg bituminous/ granular surface cleaned with mechanical broom as per Cluse 503 of MoRT&H specification for road and bridge works (4th revision) |
| 11 | Providing Flank Dressing to proper camber including cost of all labour excavating,transporting within initial lead & lift T&P etc. Complete as per direction of Engineer in Charge. |
| 12 | 300.00 mtr RCC Drain with Cover Slab |
| 13 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 14 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 15 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 16 | Providing ,Lifting, Hoisting & Laying Reinforced Cement Concrete of M-20Grade inall type of Concrete worksas per approved designs and drawings having a minimum compressive strength ( in work test) 20N/mm2in 15 cm. cube at28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 usingscreened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips( of required quantities) from weathered skinsof approved quality & from approved quarry, washed and cleanedto be mixed in concrete mixturewith approved quality of cementincluding hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days,including cost, conveyance, loading, unloading, stacking, royalties but excluding GST, cost of all labours, scaffolding, sundries, T&P required for the work etc.complete in all respect as directed by Engineer-in-charge. |
| 17 | Cutting, Straightening coiled or bent up HYSD/TMT Reinforcement Bars welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works and hoisting, lowering and placing the samein proper position according to theapproved designs and drawings at all height including cost, coveyance, loading, unloading , stacking HYSD/ TMT Reinforcement BarsandBinding Wires of 18 to 20 Gauge required for the work , cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge. |
| 18 | Providing strong rigid , leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, , loading and unloading etc. and all labour,sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge. |
| 19 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. but excluding GST complete as directed by the Engineer-in-charge. |
| 20 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns,Landings, Railings,Chajja ,Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour,Sundries, T&P, Scaffolding,Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 21 | 2 nos CD Works |
| 22 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 23 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 24 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 25 | Laying 600mm dia Reinforced cement concrete pipe NP3/ prestressed concrete pipe for culverts on first class bedding of granular material/PCC M15 in single/ Multiple row(s) including fixing and jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, as per section2900 of Specification for road & bridge work of MORT&H (4th Revision) & as directed by the Engineer in charge.(Double Row) |
| 26 | Laying CC (1:2:4) 12 to 40 mm size chips including cost of all labour, cost of materials, conveyance, loading and unloading, royalties, scaffolding, T&P, sundries, watering and curing, screening sand etc. but excluding GST complete as per the direction of the Engineer-in-charge. |
| 27 | Providing Fly Ashbrick masonry work in cement mortar of mix 1:6 (1 cement : 6 sand)usingFly ash bricks 25cmx12 cm x8 cmof sizebricks having crushing strength not less than 75 kg/cm2 with dimensional tolerance of ± 8% with approved quality of cement and screened & washed sharp river sand for mortar after immersing the Fly ash Bricks for 6 Hours in water before use in workswith all necessary projection, splay cutting, circular moulding, corbelling, chamfering, watering and curing etc., including cost, conveyance, stacking, loading, unloading, royalities and taxes of all materials, cost of all labour, scaffolding, sundries and T&P required for the work etc complete in all respect as directed by Engineer-in-charge. |
| 28 | Providing 12mm thick cement plaster with cement mortar (1:4) with punning to dado/ skirting/ drain wall to R.C.C. surfaces including deep close chipping, roughening, scrapping, cleaning the exposed RCC surface and finishing smooth by using wooden float only, providing masonry drip course and grooves wherever necessary including cost of all labour, materials, conveyance, loading and unloading, royalties, scaffolding, T&P, sundries, watering and curing, screening sand etc. but excluding GST complete as per the direction of the Engineer-in-charge. |
| 29 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns,Landings, Railings, Chajja ,Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour,Sundries, T&P, Scaffolding, Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 30 | Providing colour washing 2 coats over a coat of while washing with good shall lime including cost of all labour materials T&P etc. complete as per direction of EIC. |
| 31 | 12 mtr RoW |
| 32 | 210.00 mtr Road |
| 33 | Scarifying existing bituminous surface layer to a depth of 50mm by mechanical means, disposing the unserviceable excavated materials away from road land & stacking the unused excavated materials for re use within road land as per clause no. 305 with Cl. 112 & technical specification Part I / II of specification for road and bridge works MORT&H (4th revision) including rolling & compactingthe scarifyied surfaceby 8ton to 10 ton smooth wheeled power road roller including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification as directed by Engineer in charge. |
| 34 | Filling Berm For road work with moorum & sand admixture etc.Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum |
| 35 | Construction of granular sub-base by providing Close graded Granular subbase Grading-II 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 36 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works excluding GST. |
| 37 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, 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 specification clause No. 507 complete in all respects.penetration grade 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 perClause 508 of MoRTH Specifications for Road & Bridge works (4th Revision). |
| 38 | Providing and laying semi dence bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works(4th revision) |
| 39 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H specification for road and bridge works (4th revision) |
| 40 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg bituminous/ granular surface cleaned with mechanical broom as per Cluse 503 of MoRT&H specification for road and bridge works (4th revision) |
| 41 | Providing Flank Dressing to proper camber including cost of all labour excavating,transporting within initial lead & lift T&P etc. Complete as per direction of Engineer in Charge. |
| 42 | 420.00 mtr RCC Drain with Cover Slab |
| 43 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 44 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 45 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 46 | Providing ,Lifting, Hoisting & Laying Reinforced Cement Concrete of M-20Grade inall type of Concrete worksas per approved designs and drawings having a minimum compressive strength ( in work test) 20N/mm2in 15 cm. cube at28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 usingscreened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips( of required quantities) from weathered skinsof approved quality & from approved quarry, washed and cleanedto be mixed in concrete mixturewith approved quality of cementincluding hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days,including cost, conveyance, loading, unloading, stacking, royalties but excluding GST, cost of all labours, scaffolding, sundries, T&P required for the work etc.complete in all respect as directed by Engineer-in-charge, |
| 47 | Cutting, Straightening coiled or bent up HYSD/TMT Reinforcement Bars welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works and hoisting, lowering and placing the samein proper position according to theapproved designs and drawings at all height including cost, coveyance, loading, unloading , stacking HYSD/ TMT Reinforcement BarsandBinding Wires of 18 to 20 Gauge required for the work , cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge. |
| 48 | Providing strong rigid , leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, , loading and unloading etc. and all labour,sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge. |
| 49 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. but excluding GST complete as directed by the Engineer-in-charge. |
| 50 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns, Landings, Railings, Chajja , Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour, Sundries, T&P, Scaffolding, Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 51 | 2 nos CD Works |
| 52 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 53 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 54 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering (if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 55 | Laying 600mm dia Reinforced cement concrete pipe NP3/ prestressed concrete pipe for culverts on first class bedding of granular material/PCC M15 in single/ Multiple row(s) including fixing and jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, as per section2900 of Specification for road & bridge work of MORT&H (4th Revision) & as directed by the Engineer in charge. (Double Row) |
| 56 | Laying CC (1:2:4) 12 to 40 mm size chips including cost of all labour, cost of materials, conveyance, loading and unloading, royalties, scaffolding, T&P, sundries, watering and curing, screening sand etc. but excluding GST complete as per the direction of the Engineer-in-charge. |
| 57 | Providing Fly Ashbrick masonry work in cement mortar of mix 1:6 (1 cement : 6 sand)usingFly ash bricks 25cmx12 cm x8 cmof sizebricks having crushing strength not less than 75 kg/cm2 with dimensional tolerance of ± 8% with approved quality of cement and screened & washed sharp river sand for mortar after immersing the Fly ash Bricks for 6 Hours in water before use in workswith all necessary projection, splay cutting, circular moulding, corbelling, chamfering, watering and curing etc., including cost, conveyance, stacking, loading, unloading, royalities and taxes of all materials, cost of all labour, scaffolding, sundries and T&P required for the work etc complete in all respect as directed by Engineer-in-charge. |
| 58 | Providing 12mm thick cement plaster with cement mortar (1:4) with punning to dado/ skirting/ drain wall to R.C.C. surfaces including deep close chipping, roughening, scrapping, cleaning the exposed RCC surface and finishing smooth by using wooden float only, providing masonry drip course and grooves wherever necessary including cost of all labour, materials, conveyance, loading and unloading, royalties, scaffolding, T&P, sundries, watering and curing, screening sand etc. but excluding GST complete as per the direction of the Engineer-in-charge. |
| 59 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns,Landings, Railings,Chajja ,Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour,Sundries, T&P, Scaffolding,Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 60 | Providing colour washing 2 coats over a coat of while washing with good shall lime including cost of all labour materials T&P etc. complete as per direction of EIC. |
| 61 | 12 mtr RoW |
| 62 | 250.00 mtr Road |
| 63 | Scarifying existing bituminous surface layer to a depth of 50mm by mechanical means, disposing the unserviceable excavated materials away from road land & stacking the unused excavated materials for re use within road land as per clause no. 305 with Cl. 112 & technical specification Part I / II of specification for road and bridge works MORT&H (4th revision) including rolling & compactingthe scarifyied surfaceby 8ton to 10 ton smooth wheeled power road roller including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification as directed by Engineer in charge. |
| 64 | Filling Berm For road work with moorum & sand admixture etc.Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum |
| 65 | Construction of granular sub-base by providing Close graded Granular subbase Grading-II 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 66 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works excluding GST. |
| 67 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, 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 specification clause No. 507 complete in all respects.penetration grade 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 perClause 508 of MoRTH Specifications for Road & Bridge works (4th Revision). |
| 68 | Providing and laying semi dence bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works(4th revision) |
| 69 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H specification for road and bridge works (4th revision) |
| 70 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg bituminous/ granular surface cleaned with mechanical broom as per Cluse 503 of MoRT&H specification for road and bridge works (4th revision) |
| 71 | Providing Flank Dressing to proper camber including cost of all labour excavating,transporting within initial lead & lift T&P etc. Complete as per direction of Engineer in Charge. |
| 72 | 500.00 mtr RCC Drain with Cover Slab |
| 73 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 74 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 75 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 76 | Providing ,Lifting, Hoisting & Laying Reinforced Cement Concrete of M-20Grade inall type of Concrete worksas per approved designs and drawings having a minimum compressive strength ( in work test) 20N/mm2in 15 cm. cube at28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 usingscreened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips( of required quantities) from weathered skinsof approved quality & from approved quarry, washed and cleanedto be mixed in concrete mixturewith approved quality of cementincluding hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days,including cost, conveyance, loading, unloading, stacking, royalties but excluding GST, cost of all labours, scaffolding, sundries, T&P required for the work etc.complete in all respect as directed by Engineer-in-charge, |
| 77 | Cutting, Straightening coiled or bent up HYSD/TMT Reinforcement Bars welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works and hoisting, lowering and placing the samein proper position according to theapproved designs and drawings at all height including cost, coveyance, loading, unloading , stacking HYSD/ TMT Reinforcement BarsandBinding Wires of 18 to 20 Gauge required for the work , cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge. |
| 78 | Providing strong rigid , leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, , loading and unloading etc. and all labour,sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge. |
| 79 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. but excluding GST complete as directed by the Engineer-in-charge. |
| 80 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns,Landings, Railings,Chajja ,Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour,Sundries, T&P, Scaffolding,Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 81 | 4 nos CD Works |
| 82 | Earth work in excavation in foundation and plinthin stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 Mincluding cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 83 | Supplying & Filling river sand well watered and rammed in layers not exceeding23 c.mindepthwith all lead and lift, including cost, conveyance, loading, unloading,stacking,royaltiesof all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 84 | Providing and layingPlain Cement Concreteof proportion (1:3:6) in foundationusing cement ,40 mm size crusher broken H.G.Metaland screened & washed sharpriver sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layerincluding cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, Sundries, T&Prequired for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pumprequired for the worketc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 85 | Laying 600mm dia Reinforced cement concrete pipe NP3/ prestressed concrete pipe for culverts on first class bedding of granular material/PCC M15 in single/ Multiple row(s) including fixing and jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, as per section2900 of Specification for road & bridge work of MORT&H (4th Revision) & as directed by the Engineer in charge. (Double Row) |
| 86 | Laying CC (1:2:4) 12 to 40 mm size chips including cost of all labour, cost of materials, conveyance, loading and unloading, royalties, scaffolding, T&P, sundries, watering and curing, screening sand etc. but excluding GST complete as per the direction of the Engineer-in-charge. |
| 87 | Providing6 m.m thick cement plaster in cement mortar of mix (1:4) in all heightwith cement and screened& washed sharpriver sandformortar andtothe ceilingofthe Roof Slab, Staircase,Beams, Columns, Landings, Railings, Chajja , Fins , Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and taxes of all materials, cost of all labour, Sundries, T&P, Scaffolding, Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge |
| 88 | Providing colour washing 2 coats over a coat of while washing with good shall lime including cost of all labour materials T&P etc. complete as per direction of EIC. |
| 89 | N.B.:- GST as applicable will be paid extra. |
AI Tender Summary
Tender Timeline
Nov 02, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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