Construction Of Geeta Satra Approach Road Near Dc Office, Rcc Bridge On Mara Pahumara River To Nalana Belana Pmgsy Road Via Dumuria Sariah Supa , Pragati Mahila Samittee Of Kathalmuri To Donpar (Part-I) And Hem Barua Me School To Kathalmuri (Part-Ii)&Chak
Tender Value
2.33 Crore
Estimated cost
Bid Submission
01 Jan 2024
0 days left
EMD
4.67 Lakhs
Bank guarantee accepted
Document Fee
4700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bajali → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Geeta Satra Approach Road Near Dc Office, Rcc Bridge On Mara Pahumara River To Nalana Belana Pmgsy Road Via Dumuria Sariah Supa , Pragati Mahila Samittee Of Kathalmuri To Donpar ( Part-I ) And Hem Barua Me School To Kathalmuri ( Part-Ii ) &Chakla Chupa Namghar To Aronoday Sanghaincluding Routine Maintenance For Four Yearsunder Mukhya Mantrir Pakipath Nirman Aachani For The Year 2023-24 Inbajali District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Dec-2023 | Maint/MMPPNA/2023-24/26 | Date | 01-Jan-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | (1)Geeta Satra Approach Road near DC OfficeClearing andgrubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of l000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means (A) Non Thorny |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(A) By Manual Means |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)for Grading II (19 mm nominal size) |
| 10 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)for Grading II (13 mm nominal size) |
| 11 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801(ii) 600mm equilateral triangle |
| 12 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801(iii)600mm circular |
| 13 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801(iV) 800mm x 600mm rectangular |
| 14 | For Hump Type Speed Breaker _\"Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) |
| 15 | Bituminous Concrete:Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site andlaboratory as directed by the deptt.) |
| 16 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. |
| 18 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications._Painting on Speed breaker |
| 19 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 20 | Road Markers/Road Stud with Lens Reflector...Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 |
| 21 | Tree Plantation… Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year |
| 22 | (2)RCC Bridge on Mara Pahumara River to Nalana Belana PMGSY Road via Dumuria Sariah SupaClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000m |
| 23 | Construction of embankmentwith approved materials obtain from borrowpits with all liftand lead transporting to site, speradig , grading to reuired slopeand copecting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as as per technical specificationclause 301.5(1)Private land. |
| 24 | Construction of sub-grade and earthen shoulder with approved materials obtain from borrow pits with all lift and lead,transporting to site, speradig , grading to areuired slopeand copected to meet requirment table 300 -2 with lead up to 1000.00 m as per technical specificationclause 303.1 ( 1)Private land. |
| 25 | Construction of Granular sub-base by providing well graded materialspreading in uniform layers with motor grader on prepared surface,mixing by mix in place method at OMC with tr rotavatorand compaction with three wheel 80-100 Kn capacity to achieve desired density as per specification clause-401. |
| 26 | Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber, applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-ii |
| 27 | Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-iii |
| 28 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 29 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 30 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size) Statement-4 |
| 31 | Hump Type Speed Breaker .... Dense Graded Bituminous Macadam(Providing and laying dense 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.00 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.).. v |
| 32 | Semi - Dense Bituminous Concrete:Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mixand filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. completein all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) ..for Grading II (10 mm nominal size) |
| 33 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 34 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications_Painting of speed breaker - |
| 35 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801(iv)600x600mmequilateral traingular |
| 36 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 37 | Construction of Hume Pipe culvert....Earth work in exacavation for structure up to depth of 3.00m as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and deletarious materials , dressing of sides and bottom and back filling in trenches with excavated suitable materials. |
| 38 | PCC 1:3:6 in Foundation. Providing plain/reinforced concrete in open foundation as per drawing and technical specification clause 802,803,1202 and 1203. (A)with crushed stone. (1)Nominal mix 1:3:6 |
| 39 | Laying (First class) bedding well compected approved granular materials as per clause1105 (ii) |
| 40 | Providng and laying RCC hume pipe NP3 for culvert in single row including fixing coller with cement morter 1:2 but excluding excavation, protection work, backfilling,concrete and masonary works in head and parapet wall(B) 1000mm dia. |
| 41 | Brick masonary work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202 and1203. |
| 42 | Plastering in cement morter 1:4 15 mm thick on brick work in sub structure as per technical specification. |
| 43 | (3)Pragati Mahila Samittee of Kathalmuri to Donpar (Part-I) and Hem Barua ME School to Kathalmuri (Part-II)Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5. |
| 44 | Construction of subgrade and earthen shoulderwith approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt. |
| 45 | Construction of granular sub-base by providing close graded material,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 achive the desired density coplete as per cl.401 (with an initial lead of 5.00Km) (including cost of testing of materials at site and labortory as directed by deptt.) |
| 46 | Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-III(Using Screening type-B)(11.2mm aggregates) |
| 47 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.(a) including Edge block/Edge restraints |
| 48 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specification(V) 800 mm x 600 mmrectangular |
| 49 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specification(iii) 60cm circular |
| 50 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specification(ii) 60cm equilateral traingle |
| 51 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(I) Ordinary soil(A) Upto 3m depth |
| 52 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203B. With Natural Gravel |
| 53 | Providing and laying first class bedding on well compacted sand, morrum or approved granular materials as per clause 1105 |
| 54 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204A. With crushed Stone1. PCC grade M15 Nominal mix (1:2.5:5) |
| 55 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar withcement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106....1000 mm dia |
| 56 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 57 | (4)Chakla Chupa Namghar to Aronoday Sangha)Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000m |
| 58 | Construction of embankmentwith approved materials obtain from borrowpits with all liftand lead transporting to site, speradig , grading to reuired slopeand copecting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as as per technical specificationclause 301.5(1)Private land. |
| 59 | Construction of sub-grade and earthen shoulder with approved materials obtain from borrow pits with all lift and lead,transporting to site, speradig , grading to areuired slopeand copected to meet requirment table 300 -2 with lead up to 1000.00 m as per technical specificationclause 303.1 ( 1)Private land. |
| 60 | Construction of Granular sub-base by providing well graded materialspreading in uniform layers with motor grader on prepared surface,mixing by mix in place method at OMC with tr rotavatorand compaction with three wheel 80-100 Kn capacity to achieve desired density as per specification clause-401. |
| 61 | Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405(A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-ii |
| 62 | Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-iii |
| 63 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 64 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 65 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size) |
| 66 | Hump Type Speed Breaker .... Dense Graded Bituminous Macadam(Providing and laying dense 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.00 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.).. v |
| 67 | Semi - Dense Bituminous Concrete:Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mixand filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. completein all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) ..for Grading II (10 mm nominal size) |
| 68 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered) |
| 69 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered)....Painting of speed breaker - |
| 70 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801.....(iv)600x600mmequilateral traingular |
| 71 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 (v)600 x450 rectangular |
| 72 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 73 | Kilo Metre Stone(Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc) Ordinary K.M. Stone-(ii) |
| 74 | Kilo Metre Stone(Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc) Ordinary K.M. Stone-(iii) |
| 75 | Construction of Hume Pipe culvert....Earth work in exacavation for structure up to depth of 3.00m as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and deletarious materials , dressing of sides and bottom and back filling in trenches with excavated suitable materials. |
| 76 | PCC 1:3:6 in Foundation. Providing plain/reinforced concrete in open foundation as per drawing and technical specification clause 802,803,1202 and 1203. (A)with crushed stone. (1)Nominal mix 1:3:6 |
| 77 | Laying (First class) bedding well compected approved granular materials as per clause1105 (ii) |
| 78 | Providng and laying RCC hume pipe NP3 for culvert in single row including fixing coller with cement morter 1:2 but excluding excavation, protection work, backfilling,concrete and masonary works in head and parapet wall(B) 1000mm dia. |
| 79 | Brick masonary work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202 and1203. |
| 80 | Plastering in cement morter 1:4 15 mm thick on brick work in sub structure as per technical specification. |
AI Tender Summary
Tender Timeline
Dec 29, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 01, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 01, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 02, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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