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| 1 | Earthwork in Hill Road |
| 2 | (ii) Excavation in Hilly Areas in Soil by mechanical meansA. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 3 | (i) Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5 |
| 4 | Dismantling of Flexible Pavement |
| 5 | Dismantling of Flexible Pavement and disposal of dismantled materials upto a lead of 100 m, stacking of serviceable and unserviceable materials separately(I) By Manual Means(A) Bituminous Courses |
| 6 | Construction of Subgrade and Earthen Shoulders |
| 7 | Construction ofsub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 ...etc |
| 8 | Surface Drains |
| 9 | (i) Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per Technical Specification Clause 307(A) By Manual Means |
| 10 | (ii) Surface Drains in Ordinary Rock Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.(A) By Manual Means |
| 11 | Wet Mix Macadam |
| 12 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-90 kN in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(A) By Mechanical Means |
| 13 | Tack Coat |
| 14 | iiii) 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. |
| 15 | Mix Seal Surfacing |
| 16 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) or 13.2 mm to 0.09 mm (Type B), aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-10 kN static roller and finishing to required level and grades as per Technical (B)Specification Clause 509By Mechanical MeansType A (i) Bitumen S-90 |
| 17 | Hume Pipe Culvert |
| 18 | Dismantling of StructureDismantling of existing structures like culvert, bridges, retaining wallsand other structure comprising of masonry, cement concrete, wood work, steel work, including T&P… etc(II) By Mechanical Means(A)Cement Concrete |
| 19 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(i) Upto 3 m depth |
| 20 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & (I) PCC Grade M101203.Nominal Mix (1: 3: 6) |
| 21 | Bedding for Pipe (i) Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 grade cement concrete as per clause 1105 (i) |
| 22 | 12.4Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.III. Random Rubble Masonry (ii) In 1 : 4 Cement Mortar |
| 23 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row A.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonryA.1000 mm dia |
| 24 | Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8(I) Excavated Sandy Material Filter Material for R/W and B/W |
| 25 | 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 |
| 26 | 12.3 Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure as per technical specification clauses 613.471204 |
| 27 | Slab Culvert : 6.00 m Span |
| 28 | Dismantling Stone Masonry.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 |
| 29 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(ii) 3 m to 6 m depth |
| 30 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I PCC Grade M10Nominal Mix (1: 3: 6) |
| 31 | Providing weep holes in brick masonry/stone masonry, Plain/reinforced concrete abutments, wing walls, return walls 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. |
| 32 | Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5. II RCC M25 |
| 33 | Supplying fitting and placing HYSD bar reinforcement in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202. |
| 34 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3. |
| 35 | Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and Technical Specification Clauses 800 and 1211. |
| 36 | P.C.C. M15 concrete ordinary grade (1: 2: 4) leveling course below approach slab complete as per drawing and Technical Specification Clauses 800 and 1211.(i) Nominal Mix (1:2.5:5) |
| 37 | Construction of R.C.C. railing of M25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm as per drawing and Technical Specification Clauses 800, 900 and 1208 |
| 38 | Drainage spout complete as per drawing and Technical Specification clause 1209. |
| 39 | Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 I Granular Material |
| 40 | Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 41 | Plastering with cement mortar 1:3, 15 mm thick on brickwork in parapet as per Technical Specification Clauses 613.4 and 1208.4 |
| 42 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and Technical Specification. |
| 43 | SUBWAY for Slab Culvert |
| 44 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side(i) IOrdinary Soil. Upto 3 m depth |
| 45 | Bedding for Pipe (i) Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 grade cement concrete as per clause 1105 (i) |
| 46 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row A.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonryA.1000 mm dia |
| 47 | Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8Above NP3 Pipes for Cushioning |
| 48 | Filter Material for R/W and B/WFilter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm. |
| 49 | Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. |
| 50 | Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.(A) By Mix in Place Method |
| 51 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 52 | Retaining Wall |
| 53 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(i) Upto 3 m depth |
| 54 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I PCC Grade M10Nominal Mix (1: 3: 6) |
| 55 | Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.III. Random Rubble Masonry (ii) In 1 : 4 Cement Mortar |
| 56 | Filter Material for R/W and B/W 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 |
| 57 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 |
| 58 | Breast Wall |
| 59 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(i) Upto 3 m depth |
| 60 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I PCC Grade M10Nominal Mix (1: 3: 6) |
| 61 | Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.III. Random Rubble Masonry (ii) In 1 : 4 Cement Mortar |
| 62 | Construction of CC Lined Drain M15 (1:3:6) |
| 63 | Excavation for StructuresI Ordinary Soil.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(i) Upto 3 m depth |
| 64 | Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.III. Random Rubble Masonry (ii) In 1 : 4 Cement Mortar |
| 65 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I PCC Grade M10Nominal Mix (1: 3: 6) |
| 66 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 |
| 67 | Providing and fixing \"logo\" of PMGSY ProjectProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 68 | (i) Citizen Informatory Board of PMGSY |
| 69 | (ii) Title Informatory Board of PMGSY |
| 70 | (ii) Providing & fixing Logo of PMGSY |
| 71 | Providing and fixing \"Maintenance Information Board\" |
| 72 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 73 | Providing Kilometre StoneReinforced cement concrete M15grade 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 |
| 74 | i) 5th Kilometre Stone |
| 75 | ii) Ordinary Kilometre Stone |
| 76 | iii) 200 Metre Stone |
| 77 | Boundary Pillars |
| 78 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 79 | ROAD SAFETY AND TRAFFIC SIGN WORKSProviding and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC-67 made of Encapsulated lense type reflective sheeting vide clause 1701.2.3,fixed over aluminium sheeting,1.5 mm thick supported on GI pipe 50mm dia firmly fixed to the ground by mean of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specifications clause 1701.(ii) 600mm Equilateral triangle |
| 80 | a) Cautionary Sign (Curve Sign) |
| 81 | c) T - Intersection |
| 82 | (iii) 600mmCircular |
| 83 | a) Speed Limit and Traffic Control sign |
| 84 | (vii) 900 mm side octagon |
| 85 | a) Stop and Give Way Sign |
| 86 | Direction and place identification sign upto 0.900 sqm size boardRetro-reflectorised Traffic Signs. Providing and erecting direction and place identification of retro-reflectorised signs as per IRC-67 made of Encapsulated lense type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2.0mm mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI pipefirmly fixed to the ground by mean of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600mm below ground level as per approved drawing and technical specifications clause 1701. |
| 87 | a) Advance Direction Sign |
| 88 | b) Place identification sign |
| 89 | Painting lines, Dashes, Arrows etc on road in two coats on New work |
| 90 | Painting lines,Dashes,Arrows,etc on road in two coats on New work with ready mixed road marking paints conforming to IS:164 on Bituminous /Concrete surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control as per drawing and technical specification clause 1702 Centre Line(L=5000mm, B=100mm, spacing=3.0m) Area=2500x0.10x3.0= 750sqm |
| 91 | Cost of transportation of Traffic sign & curve Signfrom shillong to Work Site |
| 92 | Metal Beam Crash Barrier Type A- \"W\": Metal Beam Crash Barrier |
| 93 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (I) Ordinary Soil.(i) Upto 3 m depth |
| 94 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I PCC Grade M10Nominal Mix (1: 3: 6) |
| 95 | Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.III. Random Rubble Masonry (ii) In 1 : 4 Cement Mortar |
| 96 | Metal Beam Crash Barrier Type A- \"W\": Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail…. |
| 97 | Good and Service Tax (18%) |
| 98 | Five Years Maintenance |
| 99 | Maintenance for 1st Year |
| 100 | Maintenance for 2nd Year |
| 101 | Maintenance for 3rd Year |
| 102 | Maintenance for 4th Year |
| 103 | Maintenance for 5th Year |
