| 1 | 1 | Preparation of foundation for embankment | | | |
| 2 | 1.01 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified materials with a lift upto 3m and lead upto 1000m as per Technical specification.\n(I)By Manual Mean\n(A) Bituminous Courses | | 19214.8 | Cum |
| 3 | 2 | Water Bound Macadam Sub Base/Base | | | |
| 4 | 2.01 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(3) Grading-3 \n(A) By manual Means | | 1506.09 | Cum |
| 5 | 3 | Bituminous Work | | | |
| 6 | 3.01 | Prime Coat\n(i) Low Porosity\nProviding and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification | | 20226.2 | Sqm |
| 7 | 3.02 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | | 20226.2 | Sqm |
| 8 | 3.03 | Premix Carpet\nOGPC - Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | | 20226.2 | Sqm |
| 9 | 3.04 | Seal Coat\nCase-II(Type-B)\nPolymer Modified Bitumen\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 | | 20226.2 | Sqm |
| 10 | 4 | Construction of Earthern Shoulder | | | |
| 11 | 4.01 | Construction of sub-grade and earthen shoulders \nConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m….(For earthen shoulders) | | 3133.62 | Cum |
| 12 | 5 | Construction of CC Line Drain M15 (1:3:6) | | | |
| 13 | 5.01 | Excavation For Structures\nEarthwork 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\nI. Ordinary Soil\n(i) Upto 3 m depth | | 218.03 | Cum |
| 14 | 5.02 | Stone masonary in Cement Mortar in foundation complete as per drawing & technical specifications clause 702, 704, 1202 & 1203\nIII.Random rubble Masonary\n(ii) In 1 : 4 Cement Mortar | | 20.66 | Cum |
| 15 | 5.03 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.\nI.PCC M10\n(I) Nominal Mix 1:3:6 | | 82.29 | Cum |
| 16 | 5.04 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 | | 555.75 | Sqm |
| 17 | 6 | Retaining Wall | | | |
| 18 | 6.01 | Exacavation for Structures: Earthwork in excavation fof structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. \nI. Ordinary Soil. \n(i) Upto 3.00m depth | | 102.6 | Cum |
| 19 | 6.02 | P.C.C, M10 :- Providing and Laying Plain/Reinforced concrete in open foundation complete as per drawing and Technical specification clause 802, 803, 1202 & 1203.\n(I) PCC Grade M 10 (A) With crushed stone (i) Nominal Mix 1:3:6 | | 7.83 | Cum |
| 20 | 7 | STONE MASONARY :- Stone masonary in Cement Mortar in sub structure complete as per drawing & technical specifications clause 702, 704, 1202 & 1203\n(iii) Random Rubble Masonry (iii) In Cement Mortar 1:5 | | | |
| 21 | 7.01 | In R/W & B/W: | | 191 | Cum |
| 22 | 7.02 | G/Wall | | 12.6 | Cum |
| 23 | 8 | Providing and laying Filter media with granular crushed aggragate to a thickness of not less than 600 mm behind retaining wall and breast wall as per specification Clause 1204.3.8 In a width of 600 mm.\nIn R/W | | 67.5 | Cum |
| 24 | 9 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204\nG/Wall | | 73.08 | Sqm |
| 25 | 10 | Gabion Wall | | | |
| 26 | 10.01 | Exacavation for Structures: Earthwork in excavation fof structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. \n(ii) Ordinary rock | | 216 | Sqm |
| 27 | 10.02 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS280 and IS 4826 in 100mm x 100mm mesh (woven diagonally) etc complete.\n(I) PCC Grade M 10 \n(A) With crushed stone \n(i) Nominal Mix 1:3:6 | | 1104 | Sqm |
| 28 | 11 | Construction of RCC Slab Drain | | | |
| 29 | 11.01 | Excavation for Structures\nEarthwork 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\nOrdinary Soil\n(i) Upto 3 m depth | | 54 | cum |
| 30 | 11.02 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.\nPCC Grade M20\nNominal Mix (1: 2: 4) | | 57.6 | cum |
| 31 | 11.03 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 3.112 | cum |
| 32 | 11.04 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 | | 288 | sqm |
| 33 | 11.05 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203\nPCC Grade M10.\nNominal Mix (1: 3: 6) | | 7.6 | cum |
| 34 | 11.06 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 | | 41.12 | cum |
| 35 | 12 | Guard wall | | | |
| 36 | 12.01 | Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.\nCoursed Rubble Masonry \n(ii) In 1 : 5 Cement Mortar | | 8.08 | cum |
| 37 | 12.02 | Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204 | | 25.92 | Cum |
| 38 | 13 | Providing and fixing 'Logo' of PMGSY: \nProviding 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 | | | |
| 39 | 13.01 | (i) Citizen Informatory Board of PMGSY | | 1 | No |
| 40 | 13.02 | (ii) Title Informatory Board of PMGSY | | 1 | No |
| 41 | 13.03 | (ii) Providing & fixing Logo of PMGSY | | 1 | Nos |
| 42 | 13.04 | (ii) Maintenance Board | | 1 | No |
| 43 | 14 | Kilomter Stone\nReinforced 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 | | | |
| 44 | 14.01 | ii)Ordinary Kilometre Stone(precast) | | 6 | No |
| 45 | 14.02 | iii) 200 Metre Stone | | 20 | No |
| 46 | 15 | Traffic Signs\nProviding and erecting 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 mild steel angle 75mm x 75mm x 6 mm dia. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 801 | | | |
| 47 | 15.01 | (ii) 600mm Equilateral triangle Left turn on sharp curve | | 6 | No |
| 48 | 15.02 | (ii) 600mm Equilateral triangle Right turn on sharp curve | | 4 | No |
| 49 | 15.03 | (iv) 800mmx600 mm rectangilar (At Bridge point ) | | 2 | No |
| 50 | 16 | Direction and place identification sign upto 0.900 sqm size board\n(ii) Retro-reflectorised Traffic Signs\nProviding 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 pipe firmly fixed to the ground by mean of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing and technical specifications clause 1701. | | | |
| 51 | 16.01 | a) Advance Direction Sign | | 1 | No |
| 52 | 16.02 | b) Place identification sign | | 1 | No |
| 53 | 17 | Cost of transportation of Traffic sign & curve Sign from shillong to Work Site | | 1 | LS |
| 54 | 18 | Maintenance | | | |
| 55 | 18.01 | Ist Year | | 5.1 | per Km |
| 56 | 18.02 | IInd Year | | 5.1 | per Km |
| 57 | 18.03 | IIIrd Year | | 5.1 | per Km |
| 58 | 18.04 | IVth Year | | 5.1 | per Km |
| 59 | 18.05 | Vth Year | | 5.1 | per Km |
| 60 | 18.06 | VIth Year Renewal Plan | | 5.1 | per Km |
