Urban Development Department-UDD has published Construction Of New Four-Lane Road And Conversion Of Existing Two-Lane Road Into Four-Lane Road With Cycling Tracks, Utility Ducts, Foothpaths, Etc. At New Shillong Township. Submission Date for this Tender is 05-03-2024. Highway Construction Tenders in shillong Meghalaya. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Conversion of the Two-Lane Road into Four Lane Road at New Shillong, Mawdiangdiang: Road-I |
| 2 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately Clause 202. |
| 3 | Earthwork in Hill road |
| 4 | (ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil |
| 5 | (iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2 |
| 6 | (vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc |
| 7 | Lined Drain |
| 8 | Construction of Lined Drain |
| 9 | Construction of Road Gully Chamber@ 80m c/c both sides |
| 10 | Footpath & Utility Duct |
| 11 | Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method.(i) For Grading I Material |
| 12 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead. |
| 13 | Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix 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 507 complete in all respects. (i) for Grading I ( 40 mm nominal size ) |
| 14 | Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed 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: I .Bitumen (i) for Grading I ( 13 mm nominal size ) |
| 15 | Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502. |
| 16 | Tack Coat - (iii) Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 17 | Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2. |
| 18 | II. 600 mm Equilateral triangle |
| 19 | III. 600 mm circular |
| 20 | IV. 800 mm x 600 mm rectangular |
| 21 | V. 600 mm x 450 mm rectangular |
| 22 | VII. 900 mm side octagon |
| 23 | Direction and Place Identification Signs upto 0.9 sqm size board. |
| 24 | A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on a Mild Steel Angle Post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801 |
| 25 | 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. |
| 26 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast) |
| 27 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. Cycling Track @ 6m c/c |
| 28 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973 |
| 29 | Construction of Cycling Track |
| 30 | Conversion of the Two-Lane Road into Four Lane Road at New Shillong, Mawdiangdiang: Road-II |
| 31 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202.(C) Reinforced Cement Concrete. |
| 32 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar |
| 33 | Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100 m stacking of serviceable and unserviceable materials separately as per Technical Specification Clause 202. By Mechanical Means (B) Granular Courses |
| 34 | Earthwork in Hill road |
| 35 | (ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil |
| 36 | (iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2 |
| 37 | (vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc |
| 38 | Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 39 | Lined Drain |
| 40 | Construction of Lined Drain |
| 41 | Construction of Road Gully Chamber@ 80m c/c both sides |
| 42 | Protection work |
| 43 | Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth |
| 44 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)I. P.C.C grade M 15(ii) Nominal mix 1 : 3 : 6 (HAND MIXING) |
| 45 | Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4 |
| 46 | Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204 |
| 47 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 48 | Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615 |
| 49 | Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8 |
| 50 | Guard Wall |
| 51 | Box Culvert |
| 52 | Footpath & Utility Duct |
| 53 | Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method.(i) For Grading I Material |
| 54 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead. |
| 55 | Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix 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 507 complete in all respects. (i) for Grading I ( 40 mm nominal size ) |
| 56 | Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed 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: I .Bitumen (i) for Grading I ( 13 mm nominal size ) |
| 57 | Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502. |
| 58 | Tack Coat - (iii) Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 59 | Construction of Median |
| 60 | Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2. |
| 61 | II. 600 mm Equilateral triangle |
| 62 | III. 600 mm circular |
| 63 | IV. 800 mm x 600 mm rectangular |
| 64 | V. 600 mm x 450 mm rectangular |
| 65 | VII. 900 mm side octagon |
| 66 | Direction and Place Identification Signs upto 0.9 sqm size board. |
| 67 | A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on a Mild Steel Angle Post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801. |
| 68 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 69 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703-(ii) Ordinary Kilometer Stone (Precast) |
| 70 | Metal Beam Crash Barrier 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 mm x 75 mm 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 galvanized 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 section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications |
| 71 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. |
| 72 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973 |
| 73 | Construction of Cycling Track |
| 74 | Construction of Boundary Wall |
| 75 | Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIa |
| 76 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202.(C) Reinforced Cement Concrete. |
| 77 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar |
| 78 | Earthwork in Hill road |
| 79 | (ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil |
| 80 | (iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2 |
| 81 | (vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc |
| 82 | Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 83 | Lined Drain |
| 84 | Construction of Lined Drain |
| 85 | Construction of Road Gully Chamber@ 80m c/c both sides |
| 86 | Protection work |
| 87 | Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth |
| 88 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)I. P.C.C grade M 15(ii) Nominal mix 1 : 3 : 6 (HAND MIXING) |
| 89 | Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4 |
| 90 | Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204 |
| 91 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 92 | Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615 |
| 93 | Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8 |
| 94 | Guard Wall |
| 95 | Box Culvert |
| 96 | Footpath & Utility Duct |
| 97 | Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method.(i) For Grading I Material |
| 98 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead. |
| 99 | Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix 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 507 complete in all respects. (i) for Grading I ( 40 mm nominal size ) |
| 100 | Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed 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: I .Bitumen (i) for Grading I ( 13 mm nominal size ) |
| 101 | Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502. |
| 102 | Tack Coat - (iii) Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 103 | Construction of Median |
| 104 | Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2. |
| 105 | II. 600 mm Equilateral triangle |
| 106 | III. 600 mm circular |
| 107 | IV. 800 mm x 600 mm rectangular |
| 108 | V. 600 mm x 450 mm rectangular |
| 109 | VII. 900 mm side octagon |
| 110 | Direction and Place Identification Signs upto 0.9 sqm size board. |
| 111 | A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on a Mild Steel Angle Post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801. |
| 112 | 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. |
| 113 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703-(ii) Ordinary Kilometer Stone (Precast) |
| 114 | Metal Beam Crash Barrier 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 mm x 75 mm 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 galvanized 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 section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications |
| 115 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. |
| 116 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973 |
| 117 | Construction of Cycling Track |
| 118 | Construction of Boundary Wall |
| 119 | Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIb |
| 120 | Earthwork in Hill road |
| 121 | (ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil |
| 122 | (iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2 |
| 123 | (vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc |
| 124 | Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 125 | Lined Drain |
| 126 | Construction of Lined Drain |
| 127 | Construction of Road Gully Chamber@ 80m c/c both sides |
| 128 | Protection work |
| 129 | Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth |
| 130 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)I. P.C.C grade M 15(ii) Nominal mix 1 : 3 : 6 (HAND MIXING) |
| 131 | Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4 |
| 132 | Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204 |
| 133 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 134 | Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615 |
| 135 | Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8 |
| 136 | Guard Wall |
| 137 | Box Culvert |
| 138 | Footpath & Utility Duct |
| 139 | Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method.(i) For Grading I Material |
| 140 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead. |
| 141 | Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix 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 507 complete in all respects. (i) for Grading I ( 40 mm nominal size ) |
| 142 | Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed 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: I .Bitumen (i) for Grading I ( 13 mm nominal size ) |
| 143 | Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502. |
| 144 | Tack Coat - (iii) Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 145 | Construction of Median |
| 146 | Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2. |
| 147 | II. 600 mm Equilateral triangle |
| 148 | III. 600 mm circular |
| 149 | IV. 800 mm x 600 mm rectangular |
| 150 | V. 600 mm x 450 mm rectangular |
| 151 | VII. 900 mm side octagon |
| 152 | Direction and Place Identification Signs upto 0.9 sqm size board. |
| 153 | A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on a Mild Steel Angle Post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801. |
| 154 | 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. |
| 155 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703-(ii) Ordinary Kilometer Stone (Precast) |
| 156 | Metal Beam Crash Barrier 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 mm x 75 mm 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 galvanized 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 section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications |
| 157 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. |
| 158 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973 |
| 159 | Construction of Cycling Track |
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