Upgradation Improvement Of Internal Roads Of Nongstoin Town In The State Of Meghalaya L 20.915 Km
Tender Value
29.01 Crore
Estimated cost
Bid Submission
01 Sep 2022
0 days left
EMD
58.02 Lakhs
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nongstoin → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Improvement Of Internal Roads Of Nongstoin Town In The State Of Meghalaya L 20.915 Km
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Aug-2022 | Extension of Bid Submission date | Date | 01-Sep-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Road -1 (Improvement i/c MBT of road from Lulong (Nongstoin-Mawkawah road) to Dong Lynti Nongstoin connecting to Nongstoin-Mawthawpdah Road) |
| 2 | TCS -1 |
| 3 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401. |
| 4 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 6 | 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. |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 8 | 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 percent of 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 : 509 complete in all respects. |
| 9 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 10 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 11 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 12 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 13 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 14 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 15 | TCS -2 |
| 16 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 17 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 18 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 19 | 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. |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 21 | 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 percent of 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 : 509 complete in all respects. |
| 22 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 23 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 24 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 25 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 26 | Providing BI Supply Folding Barricade – 8 Ft Portable Road Safety Barriers with Reflectors, Construction Barricade Safety Fence. |
| 27 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 28 | Road marking : 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.Zebra Crossing |
| 29 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 30 | 600 mm Circular |
| 31 | Cautionary/Warning Signs-Triangular 900 mm size |
| 32 | Informatory Signs |
| 33 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 34 | Road -2 (Improvement i/c MBT of approach road from Nongstoin-Mawkawah road to Umsaitmluh) |
| 35 | TCS -3 |
| 36 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 37 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 38 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 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. |
| 40 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 41 | 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 percent of 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 : 509 complete in all respects. |
| 42 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 43 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 44 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 45 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 46 | TCS -4 |
| 47 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 48 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 49 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 50 | 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. |
| 51 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 52 | 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 percent of 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 : 509 complete in all respects. |
| 53 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 54 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 55 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 56 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 57 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 58 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 59 | Providing precast Water Tray complete as per drawing and as directed by the engineer. |
| 60 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 61 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 62 | Road marking : 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.Zebra Crossing |
| 63 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 64 | Road -3 (Improvement i/c MBT of road from Nongstoin-Mawkawah road to Petjyllan (Near Anderson H/S School) to connect NH-44E) |
| 65 | TCS -4 |
| 66 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 67 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 68 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 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. |
| 70 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 71 | 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 percent of 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 : 509 complete in all respects. |
| 72 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 73 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 74 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 75 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 76 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 77 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 78 | TCS -5 |
| 79 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 80 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 81 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 82 | 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. |
| 83 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 84 | 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 percent of 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 : 509 complete in all respects. |
| 85 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 86 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 87 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 88 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 89 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 90 | 600 mm Circular |
| 91 | Cautionary/Warning Signs-Triangular 900 mm size |
| 92 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 93 | Road marking : 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.Zebra Crossing |
| 94 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 95 | Road -4 (Improvement i/c MBT of approach road from NH-44E (Near Petrol Pump) to Lulong,Mawkawah village) |
| 96 | TCS -4 |
| 97 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 98 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 99 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 100 | 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. |
| 101 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 102 | 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 percent of 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 : 509 complete in all respects. |
| 103 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 104 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 105 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 106 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 107 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 108 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 109 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 110 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 111 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 112 | Road marking : 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.Zebra Crossing |
| 113 | Road -5 (Improvement i/c MBT of road from TB Hospital road upto Nongstoin Playground ) |
| 114 | Link-1 - TCS -4 |
| 115 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 116 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 117 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 118 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 119 | 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. |
| 120 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 121 | 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 percent of 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 : 509 complete in all respects. |
| 122 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 123 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 124 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 125 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 126 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 127 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 128 | Contruction and laying of brush Layers across the slope complete as per drawing andadditional Technical specification. |
| 129 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 130 | 600 mm Circular |
| 131 | Informatory Signs |
| 132 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 133 | Link-2 : TCS -2 |
| 134 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 135 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 136 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 137 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 138 | 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. |
| 139 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 140 | 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 percent of 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 : 509 complete in all respects. |
| 141 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 142 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 143 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 144 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 145 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 146 | Road marking : 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.Zebra Crossing |
| 147 | Link-3 - TCS -6 |
| 148 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 149 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 150 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 151 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 152 | 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. |
| 153 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 154 | 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 percent of 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 : 509 complete in all respects. |
| 155 | Construction of 1500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 156 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 157 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 158 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 159 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 160 | Providing and Installation of Semi Integrated Solar Street including LiFePo4 Battery externalSolar Panel and all other accessories. |
| 161 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 162 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 163 | Road -6 (Improvement i/c widening, MBT of road from Nongstoin College to permanent campus of Rev.S. Wollington Children Home of the KJP Synod Sepngi) |
| 164 | TCS -7 |
| 165 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 166 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 167 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 168 | 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. |
| 169 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 170 | 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 percent of 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 : 509 complete in all respects. |
| 171 | Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 172 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 173 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 174 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 175 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 176 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 177 | TCS -17 |
| 178 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 179 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 180 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 181 | 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. |
| 182 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 183 | 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 percent of 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 : 509 complete in all respects. |
| 184 | Construction of 1500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 185 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 186 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 187 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 188 | TCS -7 |
| 189 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 190 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 191 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 192 | 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. |
| 193 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 194 | 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 percent of 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 : 509 complete in all respects. |
| 195 | Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 196 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 197 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 198 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 199 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 200 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 201 | Road marking : 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.Zebra Crossing |
| 202 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 203 | 600 mm Circular |
| 204 | Informatory Signs |
| 205 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 206 | Construction of Passenger Shelter complete as per drawing or as directed by the engineer. |
| 207 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 208 | Road -7 (Rehabilitation of PWD road from Nongstoin-Sonapahar road near AH & Vety. Office to Nongstoin-Pyndengrei road) |
| 209 | TCS -7 |
| 210 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 211 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 212 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 213 | 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. |
| 214 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 215 | 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 percent of 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 : 509 complete in all respects. |
| 216 | Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 217 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 218 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 219 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 220 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 221 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 222 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 223 | Road marking : 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.Zebra Crossing |
| 224 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 225 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 226 | Road -8 (Rehabilitation of Extension of Ladweitang-Mawiong Lumsyntiew to connect Nongstoin-Rambrai road at 3rd km) |
| 227 | TCS -9 |
| 228 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 229 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 230 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 231 | 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. |
| 232 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 233 | 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 percent of 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 : 509 complete in all respects. |
| 234 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 235 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 236 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 237 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 238 | TCS -2 |
| 239 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 240 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 241 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 242 | 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. |
| 243 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 244 | 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 percent of 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 : 509 complete in all respects. |
| 245 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 246 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 247 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 248 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 249 | Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing. |
| 250 | Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900. |
| 251 | Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903. |
| 252 | Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100. |
| 253 | Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200. |
| 254 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301. |
| 255 | Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 256 | Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 257 | Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800. |
| 258 | Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400. |
| 259 | Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400. |
| 260 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 261 | Road marking : 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.Zebra Crossing |
| 262 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 263 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 264 | Road -9 (Improvement i/c MBT OF Ladweitang-Mawiong Pyndengrei) |
| 265 | TCS -11 |
| 266 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 267 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 268 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 269 | 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. |
| 270 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 271 | 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 percent of 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 : 509 complete in all respects. |
| 272 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 273 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 274 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 275 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 276 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 277 | Road marking : 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.Zebra Crossing |
| 278 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 279 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 280 | Road -10 (Improvement, Rehabilitation & MBT of road from 2nd Km of Nongstoin-Rambrai road to KJP Sepngi Higher Secondary School) |
| 281 | Link-1 -TCS -5 |
| 282 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 283 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 284 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 285 | 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. |
| 286 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 287 | 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 percent of 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 : 509 complete in all respects. |
| 288 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 289 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 290 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 291 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 292 | TCS -16 |
| 293 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 294 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 295 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 296 | 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. |
| 297 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 298 | 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 percent of 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 : 509 complete in all respects. |
| 299 | Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 300 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 301 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 302 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 303 | TCS -9 |
| 304 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 305 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 306 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 307 | 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. |
| 308 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 309 | 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 percent of 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 : 509 complete in all respects. |
| 310 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 311 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 312 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 313 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 314 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 315 | 600 mm Circular |
| 316 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 317 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 318 | Link-2 - TCS -9 |
| 319 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 320 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 321 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 322 | 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. |
| 323 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 324 | 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 percent of 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 : 509 complete in all respects. |
| 325 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 326 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 327 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 328 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 329 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 330 | 600 mm Circular |
| 331 | Informatory Signs |
| 332 | Road marking : 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.Zebra Crossing |
| 333 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 334 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 335 | Construction of Passenger Shelter complete as per drawing or as directed by the engineer. |
| 336 | Link-3 - TCS -12 |
| 337 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 338 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 339 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 340 | 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. |
| 341 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 342 | 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 percent of 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 : 509 complete in all respects. |
| 343 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 344 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 345 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 346 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 347 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 348 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 349 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs |
| 350 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 351 | Link-4 - TCS -11 |
| 352 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 353 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 354 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 355 | 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. |
| 356 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 357 | 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 percent of 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 : 509 complete in all respects. |
| 358 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 359 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 360 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 361 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 362 | TCS -13 |
| 363 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 364 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 365 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 366 | 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. |
| 367 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 368 | 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 percent of 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 : 509 complete in all respects. |
| 369 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 370 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 371 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 372 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 373 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 374 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 375 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 376 | Link-5 - TCS -5 |
| 377 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 378 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 379 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 380 | 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. |
| 381 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 382 | 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 percent of 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 : 509 complete in all respects. |
| 383 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 384 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 385 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 386 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 387 | TCS -13 |
| 388 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 389 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 390 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 391 | 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. |
| 392 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 393 | 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 percent of 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 : 509 complete in all respects. |
| 394 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 395 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 396 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 397 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 398 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 399 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 400 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 401 | 600 mm Circular |
| 402 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 403 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 404 | Link-6 - TCS -13 |
| 405 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 406 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 407 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 408 | 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. |
| 409 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 410 | 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 percent of 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 : 509 complete in all respects. |
| 411 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 412 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 413 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 414 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 415 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 416 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 417 | Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing. |
| 418 | Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900. |
| 419 | Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903. |
| 420 | Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100. |
| 421 | Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200. |
| 422 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301. |
| 423 | Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 424 | Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 425 | Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800. |
| 426 | Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400. |
| 427 | Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400. |
| 428 | Road -11 (Improvement i/c MBT of road from Nongstoin-Mawkawah road to Diangjri upto Domkharu Upper New-Nongstoin road) |
| 429 | Link-1 - TCS -11 |
| 430 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 431 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 432 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 433 | 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. |
| 434 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 435 | 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 percent of 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 : 509 complete in all respects. |
| 436 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 437 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 438 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 439 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 440 | TCS -12 |
| 441 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 442 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 443 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 444 | 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. |
| 445 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 446 | 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 percent of 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 : 509 complete in all respects. |
| 447 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 448 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 449 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 450 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 451 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 452 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 453 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 454 | Road marking : 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.Zebra Crossing |
| 455 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 456 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 457 | Link-2 - TCS - 13 |
| 458 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 459 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 460 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 461 | 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. |
| 462 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 463 | 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 percent of 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 : 509 complete in all respects. |
| 464 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 465 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 466 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 467 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 468 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 469 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 470 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 471 | Road marking : 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.Zebra Crossing |
| 472 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 473 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 474 | Road -12 (Improvement i/c MBT of a village road from Nongstoin-Mawkawah road to Peacenola Memorial Playground Mawkawah) |
| 475 | Link-1 |
| 476 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 477 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 478 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 479 | 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. |
| 480 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 481 | 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 percent of 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 : 509 complete in all respects. |
| 482 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 483 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 484 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 485 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 486 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 487 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 488 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 489 | Link-2 - TCS-1 |
| 490 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 491 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 492 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 493 | 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. |
| 494 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 495 | 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 percent of 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 : 509 complete in all respects. |
| 496 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 497 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 498 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 499 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 500 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 501 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 502 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs |
| 503 | Road marking : 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.Zebra Crossing |
| 504 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 505 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 506 | Road -13 (Improvement i/c MBT of PWD road from 5th km of Nongstoin-Markasa Road to Mawrok Porsohsat Village) |
| 507 | Link-1 - TCS -1 |
| 508 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 509 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 510 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 511 | 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. |
| 512 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 513 | 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 percent of 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 : 509 complete in all respects. |
| 514 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 515 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 516 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 517 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 518 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 519 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 520 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 521 | Road marking : 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.Zebra Crossing |
| 522 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 523 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 524 | Link-2 - TCS -1 |
| 525 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 526 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 527 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 528 | 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. |
| 529 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 530 | 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 percent of 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 : 509 complete in all respects. |
| 531 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 532 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 533 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 534 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 535 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 536 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 537 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 538 | Road marking : 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.Zebra Crossing |
| 539 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 540 | Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing. |
| 541 | Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900. |
| 542 | Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903. |
| 543 | Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100. |
| 544 | Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200. |
| 545 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301. |
| 546 | Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 547 | Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 548 | Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800. |
| 549 | Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400. |
| 550 | Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400. |
| 551 | Providing BI Supply Folding Barricade – 8 Ft Portable Road Safety Barriers with Reflectors, Construction Barricade Safety Fence. |
| 552 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 553 | Link-3- TCS -1 |
| 554 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 555 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 556 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 557 | 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. |
| 558 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 559 | 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 percent of 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 : 509 complete in all respects. |
| 560 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 561 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 562 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 563 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 564 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 565 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 566 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 567 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 568 | Road marking : 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.Zebra Crossing |
| 569 | Link-4 - TCS -1 |
| 570 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 571 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 572 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 573 | 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. |
| 574 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 575 | 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 percent of 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 : 509 complete in all respects. |
| 576 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 577 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 578 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 579 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 580 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 581 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 582 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 583 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 584 | Road marking : 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.Zebra Crossing |
| 585 | Link-5 - TCS -1 |
| 586 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 587 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 588 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 589 | 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. |
| 590 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 591 | 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 percent of 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 : 509 complete in all respects. |
| 592 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 593 | Providing and construction of walkway complete as per drawing. (LHS and RHS) |
| 594 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 595 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 596 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 597 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 598 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 599 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 600 | Road marking : 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.Zebra Crossing |
| 601 | Road -14 (Improvement i/c MBT of road from Nongstoin-Old Nongstoin Road to Domthangpit at Nongstoin ) |
| 602 | Link-1 - TCS -14 |
| 603 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 604 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 605 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 606 | 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. |
| 607 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 608 | 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 percent of 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 : 509 complete in all respects. |
| 609 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 610 | Providing and construction of walkway complete as per drawing. (LHS and RHS) |
| 611 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 612 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 613 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 614 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 615 | TCS -9 |
| 616 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 617 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 618 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 619 | 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. |
| 620 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 621 | 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 percent of 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 : 509 complete in all respects. |
| 622 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 623 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 624 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 625 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 626 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 627 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 628 | Road marking : 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.Zebra Crossing |
| 629 | Link-2 - TCS -14 |
| 630 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 631 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 632 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 633 | 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. |
| 634 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 635 | 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 percent of 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 : 509 complete in all respects. |
| 636 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 637 | Providing and construction of walkway complete as per drawing. (LHS and RHS) |
| 638 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 639 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 640 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 641 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 642 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs |
| 643 | Road marking : 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.Zebra Crossing |
| 644 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 645 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 646 | Contruction and laying of brush Layers across the slope complete as per drawing andadditional Technical specification. |
| 647 | Road -15 (Improvement i/c MBT of road from Nongstoin-Old Nongstoin road to Domthangksing at Nonstoin) |
| 648 | Link-1 - TCS -9 |
| 649 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 650 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 651 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 652 | 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. |
| 653 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 654 | 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 percent of 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 : 509 complete in all respects. |
| 655 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 656 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 657 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 658 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 659 | TCS -14 |
| 660 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 661 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 662 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 663 | 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. |
| 664 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 665 | 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 percent of 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 : 509 complete in all respects. |
| 666 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 667 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 668 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 669 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 670 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 671 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 672 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 673 | Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing. |
| 674 | Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900. |
| 675 | Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903. |
| 676 | Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100. |
| 677 | Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200. |
| 678 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301. |
| 679 | Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 680 | Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500. |
| 681 | Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800. |
| 682 | Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400. |
| 683 | Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400. |
| 684 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 685 | Road marking : 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.Zebra Crossing |
| 686 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 687 | Link-2 - TCS -13 |
| 688 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 689 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 690 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 691 | 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. |
| 692 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 693 | 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 percent of 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 : 509 complete in all respects. |
| 694 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 695 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 696 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 697 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 698 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 699 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 700 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 701 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 702 | Road marking : 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.Zebra Crossing |
| 703 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 704 | Link-3 - TCS -13 |
| 705 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 706 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 707 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 708 | 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. |
| 709 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 710 | 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 percent of 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 : 509 complete in all respects. |
| 711 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 712 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 713 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 714 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 715 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 716 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 717 | TCS -5 |
| 718 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 719 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 720 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 721 | 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. |
| 722 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 723 | 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 percent of 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 : 509 complete in all respects. |
| 724 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 725 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 726 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 727 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 728 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 729 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 730 | Road marking : 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.Zebra Crossing |
| 731 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 732 | Road -16 (Rehabilitation of PWD road to Mawbyrshem) |
| 733 | TCS -15 |
| 734 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 735 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 736 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 737 | 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. |
| 738 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 739 | 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 percent of 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 : 509 complete in all respects. |
| 740 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 741 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 742 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 743 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 744 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 745 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 746 | Road marking : 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.Zebra Crossing |
| 747 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 748 | Road -17 (Improvement i/c MBT from Nongstoin-Pyndengrei to Mawiangdong) |
| 749 | TCS -13 |
| 750 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 751 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 752 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 753 | 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. |
| 754 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 755 | 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 percent of 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 : 509 complete in all respects. |
| 756 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 757 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 758 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 759 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 760 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 761 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 762 | TCS -5 |
| 763 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 764 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 765 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 766 | 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. |
| 767 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 768 | 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 percent of 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 : 509 complete in all respects. |
| 769 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 770 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 771 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 772 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 773 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 774 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 775 | Road marking : 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.Zebra Crossing |
| 776 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 777 | Road -18 (Improvement i/c MBT from Nongstoin-Pyndengrei Road to Umshaitshait) |
| 778 | Link-1 - TCS -5 |
| 779 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 780 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 781 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 782 | 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. |
| 783 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 784 | 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 percent of 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 : 509 complete in all respects. |
| 785 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 786 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 787 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 788 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 789 | TCS -1 |
| 790 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 791 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 792 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 793 | 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. |
| 794 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 795 | 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 percent of 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 : 509 complete in all respects. |
| 796 | Construction of 500 mm wide Stone pitching Lined Drain, Complete as per drawing. |
| 797 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 798 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 799 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 800 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 801 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 802 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs |
| 803 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 804 | Link-2 - TCS -13 |
| 805 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 806 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 807 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 808 | 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. |
| 809 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 810 | 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 percent of 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 : 509 complete in all respects. |
| 811 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 812 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 813 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 814 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 815 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 816 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 817 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 818 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 819 | 600 mm Circular |
| 820 | Informatory Signs |
| 821 | Road marking : 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.Zebra Crossing |
| 822 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 823 | Road -19 ( Improvement i/c MBT from Nongstoin-Mawkawah Road to Dong Lynti Nongstoin upto Hubert Memorial English School) |
| 824 | TCS -14 |
| 825 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 826 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 827 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 828 | 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. |
| 829 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 830 | 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 percent of 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 : 509 complete in all respects. |
| 831 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 832 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 833 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 834 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 835 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 836 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 837 | TCS -9 |
| 838 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 839 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 840 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 841 | 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. |
| 842 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 843 | 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 percent of 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 : 509 complete in all respects. |
| 844 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 845 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 846 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 847 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 848 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 849 | TCS -14 |
| 850 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 851 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 852 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 853 | 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. |
| 854 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 855 | 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 percent of 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 : 509 complete in all respects. |
| 856 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 857 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 858 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 859 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 860 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 861 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 862 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 863 | Road marking : 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.Zebra Crossing |
| 864 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 865 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 866 | Road -20 (Improvement i/c MBT from Nongstoin-Mawkawah Road (Near Durbar Hall Block No.-6, Upper New Nongstoin) to Church of the Living God,Upper New Nongstoin) |
| 867 | TCS -14 |
| 868 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 869 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 870 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 871 | 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. |
| 872 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 873 | 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 percent of 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 : 509 complete in all respects. |
| 874 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 875 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 876 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 877 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 878 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 879 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 880 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 881 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 882 | Road marking : 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.Zebra Crossing |
| 883 | Road -21 (MBT of different Link Roads at Nondein, New Nongstoin ) |
| 884 | Link-1 - TCS -5 |
| 885 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 886 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 887 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 888 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 889 | 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. |
| 890 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 891 | 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 percent of 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 : 509 complete in all respects. |
| 892 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 893 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 894 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 895 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 896 | TCS -14 |
| 897 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 898 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 899 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 900 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 901 | 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. |
| 902 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 903 | 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 percent of 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 : 509 complete in all respects. |
| 904 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 905 | Providing and construction of walkway complete as per drawing. |
| 906 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 907 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 908 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 909 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 910 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 911 | Link-2 - TCS -14 |
| 912 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 913 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 914 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 915 | 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. |
| 916 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 917 | 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 percent of 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 : 509 complete in all respects. |
| 918 | Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 919 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 920 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 921 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 922 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 923 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 924 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 925 | 600 mm Circular |
| 926 | Informatory Signs |
| 927 | Road marking : 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.Zebra Crossing |
| 928 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 929 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 930 | Road -22 (Resurfacing of road from Nongstoin-Mawkawah road to Madan Shyiap) |
| 931 | TCS -2 |
| 932 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 933 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 934 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 935 | 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. |
| 936 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 937 | 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 percent of 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 : 509 complete in all respects. |
| 938 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 939 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 940 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 941 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 942 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 943 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 944 | Road marking : 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.Zebra Crossing |
| 945 | Road -23 (Improvement i/c MBT from Nongstoin-Sonapahar Road to Mawsiangphet upto St. Francis D\" Assisi College ) |
| 946 | Link-1 - TCS -1 |
| 947 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 948 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 949 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 950 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 951 | 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. |
| 952 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 953 | 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 percent of 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 : 509 complete in all respects. |
| 954 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 955 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 956 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 957 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 958 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 959 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 960 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 961 | Road marking : 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.Zebra Crossing |
| 962 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 963 | Link-2 - TCS -2 |
| 964 | Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction. |
| 965 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 966 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 967 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 968 | 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. |
| 969 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 970 | 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 percent of 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 : 509 complete in all respects. |
| 971 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 972 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 973 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 974 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 975 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Informatory Signs |
| 976 | Road marking : 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.Zebra Crossing |
| 977 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 978 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 979 | Road -24 (Improvement i/c MBT from Nongstoin-Pyndengrei road to Thomas Jones Secondary School) |
| 980 | Link-1 - TCS -1 |
| 981 | Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 982 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 983 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 984 | 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. |
| 985 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 986 | 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 percent of 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 : 509 complete in all respects. |
| 987 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 988 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 989 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 990 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 991 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 992 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 993 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 994 | Road marking : 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.Zebra Crossing |
| 995 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 996 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 997 | Link-2 - TCS -1 |
| 998 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per Clause 401 |
| 999 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 1000 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 1001 | 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. |
| 1002 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom. |
| 1003 | 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 percent of 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 : 509 complete in all respects. |
| 1004 | Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing. |
| 1005 | Providing and construction of walkway complete as per drawing.(LHS & RHS) |
| 1006 | Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504. |
| 1007 | Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer. |
| 1008 | Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. |
| 1009 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810 |
| 1010 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular |
| 1011 | Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507. |
| 1012 | Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer. |
| 1013 | ENVIRONMENTAL COST |
| 1014 | Air quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 1015 | Air quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 1016 | Water quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 1017 | Water quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 1018 | Noise quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 1019 | Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 1020 | Soil quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage) |
| 1021 | Soil quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage) |
| 1022 | Provision of Mobile Toilets at Work Site |
| 1023 | Supply and commissioning of mobile toilets on wheel (5 units each Toilet and Bathroom) with proper water supply and drainage system, electric supply and safe access at work site locations |
| 1024 | Maintenance: Daily cleaning twice a day by engaging one permanent helper |
| 1025 | Painting at every six months |
| 1026 | Contamination from spills due to traffic and accidentsClearing of spills at accident site |
| 1027 | Environmental Awareness and Training |
| 1028 | Administrative Charges including logistics |
| 1029 | ROUTINE MAINTANANCE |
| 1030 | 1st Year |
| 1031 | 2nd Year |
AI Tender Summary
Tender Timeline
Aug 23, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 01, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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