Tender For Construction Of Road From (I) Swarup Saikia Ali To Namti Veterinary Feeder Road (Sundar Gaon To Kukurachowa) From Ch. 0.00 M To 1076.00 M, (Ii) Mout Kukurachowa Road From Ch. 0.00 M To Ch. 1000.00 M, (Iii) Gay
Tender Value
4.43 Crore
Estimated cost
Bid Submission
22 Dec 2022
0 days left
EMD
9.31 Lakhs
Bank guarantee accepted
Document Fee
9310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
amguri → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From ( I ) Swarup Saikia Ali To Namti Veterinary Feeder Road ( Sundar Gaon To Kukurachowa ) From Ch. 0.00 M To 1076.00 M, ( Ii ) Mout Kukurachowa Road From Ch. 0.00 M To Ch. 1000.00 M, ( Iii ) Gayanobari Mmppna_22_23_12 Name Of Work Construction Of Road From ( I ) Swarup Saikia Ali To Namti Veterinary Feeder Road ( Sundar Gaon To Kukurachowa ) From Ch. 0.00 M To 1076.00 M, ( Ii ) Mout Kukurachowa Road From Ch. 0.00 M To Ch. 1000.00 M, ( Iii ) Gayanobari
BOQ
| Sl. No. | Item Description |
| 1 | (i) Swarup Saikia Ali to Namti Veterinary feeder Road (Sundar gaon to Kukurachowa)Clearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 2 | Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.(b) above 600 mm to 900 mm |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b)Rubble Stone Masonry in Cement Mortar |
| 4 | 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 |
| 5 | 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. Private Land |
| 6 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 7 | 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 |
| 8 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 9 | 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 |
| 10 | 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. |
| 11 | 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.)\"With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)for Grading II (10 mm nominal size) |
| 12 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(600mm equilateral triangle). |
| 13 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(600mm circular). |
| 14 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(800mm x 600mm rectangular). |
| 15 | 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 |
| 16 | CD Works:- 1 nos 1000 mm dia Single opening HPC & 3 nos 600 mm dia Single opening HPCE/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels |
| 17 | Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii) |
| 18 | Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109 |
| 19 | Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first classs bodding of granular material in single row including fixing coller with cement motar 1:2 but excluding excavation, protection works, bachfilling, concrete and masonary work in head walls and perapet clause 1106,(ii)1000mm dia |
| 20 | Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 600 mm dia |
| 21 | Stone Masonry Work in cement mortar in foundation of Head walls complete as drawing and technical specification clause 1109(A) in 1:4 cement mortar. |
| 22 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3 |
| 23 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 24 | Utility shifting as per direction of executive engineer in consulatation with the concerned department |
| 25 | (ii) Mout Kukurachowa Road Clearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 26 | Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.(b) above 600 mm to 900 mm |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b)Rubble Stone Masonry in Cement Mortar |
| 28 | 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 |
| 29 | 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. Private Land |
| 30 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 31 | 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 |
| 32 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 33 | 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 |
| 34 | 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. |
| 35 | 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.)\"With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)for Grading II (10 mm nominal size) |
| 36 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(600mm equilateral triangle). |
| 37 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(600mm circular). |
| 38 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801(800mm x 600mm rectangular). |
| 39 | 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 |
| 40 | CD Works:- 3 nos 600 mm Dia Single opening NP3 HPCE/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels |
| 41 | Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii) |
| 42 | Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109 |
| 43 | Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 600 mm dia |
| 44 | Stone Masonry Work in cement mortar in foundation of Head walls complete as drawing and technical specification clause 1109(A) in 1:4 cement mortar. |
| 45 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3 |
| 46 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 47 | Utility shifting as per direction of executive engineer in consulatation with the concerned department |
| 48 | (iii) Gayanobari Road (Padum Pukhuri Road Remaining Part) Clearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 49 | Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.(b) above 600 mm to 900 mm |
| 50 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b)Rubble Stone Masonry in Cement Mortar |
| 51 | 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 |
| 52 | 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. Private Land |
| 53 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 54 | 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 |
| 55 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 56 | 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 |
| 57 | 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. |
| 58 | 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.)\"With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)for Grading II (10 mm nominal size) |
| 59 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.(600mm equilateral triangle) |
| 60 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.(600mm Circular) |
| 61 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.(800mm x 600mm rectangular) |
| 62 | 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 |
| 63 | Construction of HP Culvert: 3 nos 600 mm Dia Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 64 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 |
| 65 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding |
| 66 | Stone Masonry Work in cement mortar in foundation of Head walls complete asper drawing and technical specification Clasue 1109 (A)In 1:4 cement mortar |
| 67 | Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification |
| 68 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 69 | Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 600 mm dia |
| 70 | Utility shifting as per direction of executive engineer in consulatation with the concerned department |
| 71 | (iv) Khanikar to Lunpuria Borsila Connecting RoadClearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 72 | Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.(b) above 600 mm to 900 mm |
| 73 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b)Rubble Stone Masonry in Cement Mortar |
| 74 | 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 |
| 75 | 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. Private Land |
| 76 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 77 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 78 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints |
| 79 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801600mm equilateral triangle |
| 80 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 81 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 82 | 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 |
| 83 | CD Works:- 1 nos 1000 mm Dia HPCE/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels |
| 84 | Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii) |
| 85 | Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109 |
| 86 | Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first classs bodding of granular material in single row including fixing coller with cement motar 1:2 but excluding excavation, protection works, bachfilling, concrete and masonary work in head walls and perapet clause 1106(ii)1000mm dia |
| 87 | Stone Masonry Work in cement mortar in foundation of Head walls complete asper drawing and technical specification Clasue 1109 (A)In 1:4 cement mortar |
| 88 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3 |
| 89 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 90 | Shifting of utilities as per site requirement in consultation with the concerning department |
| 91 | (v) Da-Gharphalia RoadClearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 92 | 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 |
| 93 | 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. Private Land |
| 94 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 95 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 96 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints |
| 97 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 98 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 99 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 100 | 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 |
| 101 | CD Works:-(2nos 1000 mm dia HPCE/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels |
| 102 | Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii) |
| 103 | Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109 |
| 104 | Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first classs bodding of granular material in single row including fixing coller with cement motar 1:2 but excluding excavation, protection works, bachfilling, concrete and masonary work in head walls and perapet clause 1106(ii)1000mm dia |
| 105 | Stone Masonry Work in cement mortar in foundation of Head walls complete asper drawing and technical specification Clasue 1109 (A)In 1:4 cement mortar |
| 106 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3 |
| 107 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 108 | Utility shifting as per direction of executive engineer in consulatation with the concerned department |
| 109 | (vi) Dihingia Ali (Buragaon to Dihingia gaon) Clearing and grubbing 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0i) By Manual MeansA) In area of non-thorny jungle |
| 110 | Removing all types of Hume pipe and stacking within alead 1000mincludingearth work and dismantlingof masonary works.(b) above 600 mm to 900 mm |
| 111 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b)Rubble Stone Masonry in Cement Mortar |
| 112 | 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 |
| 113 | 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. Private Land |
| 114 | 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 rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 115 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means- |
| 116 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints |
| 117 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 118 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 119 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 120 | 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 |
| 121 | CD Works:-3 nos 1000 mm Dia & 1 nos 600.00 m dia Hume pipe cuivert) E/W in excavation for foundation of structures up to 3 m dept. as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deletorious matterial, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved materiels |
| 122 | Bedding for Pipe : Laying (First class) bedding on well compected approved granular materials clause 1105 (ii) |
| 123 | Providing concrete for Plain/ Reinforced concrete in open M10 (1:3:6) nominal mix in levelling course below open in head walls as per drawing & technical specifications 1109 |
| 124 | Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first classs bodding of granular material in single row including fixing coller with cement motar 1:2 but excluding excavation, protection works, bachfilling, concrete and masonary work in head walls and perapet clause 1106(ii)1000mm dia |
| 125 | Providing and Laying Reinforced Cement Concrete pipe NP3 for culverts on first classs bodding of granular material in single row including fixing coller with cement motar 1:2 but excluding excavation, protection works, bachfilling, concrete and masonary work in head walls and perapet clause 1106(ii)600mm dia |
| 126 | Stone Masonry Work in cement mortar in foundation of Head walls complete asper drawing and technical specification Clasue 1109 (A)In 1:4 cement mortar |
| 127 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure as per Technical specification Clause 613.3 |
| 128 | Backfilling in foundation trenches as per drawing and technical specification clause 1108(i)Sand filling |
| 129 | Utility shifting as per direction of executive engineer in consulatation with the concerned department |
AI Tender Summary
Tender Timeline
Nov 28, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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