| 1 | 1 | EARTHWORK IN HILL ROAD | | | |
|---|
| 2 | 1.01 | Excavation in Hilly Areas in Soil by mechanical means\nExcavation in soi lin Hilly Area by mechanica lmeans including cutting and trimming of sideslopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20 m as per Technical Specification Clause 1603.1 | BI01010001010000000000000515BI0100001113 | 8589.32 | Cum |
|---|
| 3 | 1.02 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting\nExcavation 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 Clause 1603.2. | BI01010001010000000000000515BI0100001113 | 6871.45 | Cum |
|---|
| 4 | 1.03 | Excavation in Hilly Areas in Hard Rock requiring blasting\nExcavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | BI01010001010000000000000515BI0100001113 | 1717.86 | Cum |
|---|
| 5 | 2 | Construction of Embankment with Material Obtained from Roadway Cutting | | | |
|---|
| 6 | 2.01 | Construction of embankment with approved 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 | BI01010001010000000000000515BI0100001113 | 2878.46 | Cum |
|---|
| 7 | 3 | UNLINED SURFACE DRAIN | | | |
|---|
| 8 | 3.01 | Surface Drains in Soil\nConstruction 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 50 m (average lead 25 m) as per Technical Specification Clause 307.\nManual Means | BI01010001010000000000000515BI0100001113 | 2574.9 | Rm |
|---|
| 9 | 4 | Surface Drains in Ordinary Rock | | | |
|---|
| 10 | 4.01 | Construction of unlined surface drain of average cross-sectional area 0.4 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.\nManual Means | BI01010001010000000000000515BI0100001113 | 286.1 | Rm |
|---|
| 11 | 5 | PROTECTION WORKS-STONE MASONRY | | | |
|---|
| 12 | 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 sides and bottom and backfilling in trenches with excavated suitable material.\nOrdinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001113 | 345.184 | Cum |
|---|
| 13 | 5.02 | 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)\nP.C.C grade M 10\nNominal mix 1:3:6 | | 41.562 | Cum |
|---|
| 14 | 5.03 | Random Rubble Dry Stone masonry with cement banded in cement mortar 1:5 | | 580.33 | Cum |
|---|
| 15 | 5.04 | Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203.\nRandom Rubble Masonry \nIn cement mortar 1 : 4 | | 94.392 | Cum |
|---|
| 16 | 5.05 | 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 | | 187.38 | Cum |
|---|
| 17 | 5.06 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | | 248.4 | Sqm |
|---|
| 18 | 6 | CROSS DRAINAGE-RCC HUMEPIPE NP3 CULVERTS | | | |
|---|
| 19 | 6.01 | Excavation for Structures\nEarthwork for excavation of foundation of structures upto 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nBy Manual Means :\nOrdinary rock (not requiring blasting) | | 1450.58 | Cum |
|---|
| 20 | 6.02 | Plain Cement Concrete M 10 (1:3:6 nominal size) in levelling course below open foundation of head walls as per drawings and Technical Specifiction Clause 1109.\nNominal mix 1:3:6 (hand mixing) | | 36.64 | Cum |
|---|
| 21 | 6.03 | Bedding for Pipe\nType A (Concrete Cradle) Bedding\nNominal mix 1 : 2 : 4 | | 25.74 | Cum |
|---|
| 22 | 6.04 | Providing and Laying Reinforced Cement Concrete Pipe NP 3 as per Design in Single Row\nProviding and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet as per Tachnical Specification Clause 1106\n1000 mm dia | | 100 | Rm |
|---|
| 23 | 6.05 | Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109\nIn 1:4 cement mortar | | 751.84 | Cum |
|---|
| 24 | 6.06 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | | 119.04 | Sqm |
|---|
| 25 | 6.07 | Filter material behind retaining wall/breast wall as per Technical Specification Clause 1204.3.8 in a width of 600 mm | | 168.04 | Cum |
|---|
| 26 | 6.08 | Backfilling behind abutment,wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8\nSandy Material | | 159.38 | Cum |
|---|
| 27 | 7 | METALLING AND BLACKTOPPING | | | |
|---|
| 28 | 7.01 | Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction 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.\n(A) By Mix in Place Method. \n(i) For Grading I Material | | 2632.5 | Cum |
|---|
| 29 | 7.02 | Water Bound Macadam with Crushable Screenings \n3) WBM Grading 3\nProviding laying, spreading and compacting stone aggregates of specific sizes to water bounnd macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming crushable 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(A) By Manual Means. | | 756.56 | Cum |
|---|
| 30 | 7.03 | Prime Coat\n(iii) High porosity\nProviding 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.. | | 10012.5 | Sqm |
|---|
| 31 | 7.04 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 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\nCase I : By Manual Means\n(I) Bitumen (S-90) | | 10012.5 | Sqm |
|---|
| 32 | 7.05 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nA. By Manual Means\nCase - I : Type A\n(I) Bitumen (S-90) | | 10012.5 | Sqm |
|---|
| 33 | 8 | EARTHEN SHOULDERS | | | |
|---|
| 34 | 8.01 | Construction of Earthen shoulders\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as pe rTechnical Specification Clause 303.1. | | 194.513 | Sqm |
|---|
| 35 | 9 | ROAD SIGNAGE ETC\nKilometre 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 | | | |
|---|
| 36 | 9.01 | (i) Ordinary Kilometer Stone (Precast) | | 4 | each |
|---|
| 37 | 9.02 | (ii) 200 m stone (precast) | | 12 | each |
|---|
| 38 | 10 | Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 belowg round level as per drawings and Technical Specification Clause 801 | | | |
|---|
| 39 | 10.01 | (i)600 mm equilateral triangle | | 30 | each |
|---|
| 40 | 10.02 | (ii)600 mm circular | | 6 | each |
|---|
| 41 | 11 | 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 | BI01010001010000000000000515BI0100001118 | | |
|---|
| 42 | 11.01 | (i) Main Information Board | | 1 | Nos |
|---|
| 43 | 11.02 | (ii) Citizen Informatory Board of PMGSY | | 1 | Nos |
|---|
| 44 | 11.03 | (iii) Providing & fixing Logo of PMGSY | | 3 | Nos |
|---|
| 45 | 11.04 | (iv) Maintenance board of PMGSY | | 1 | Nos |
|---|
| 46 | 12 | MAINTENANCE | | | |
|---|
| 47 | 12.01 | (i) 1st Year | | 3 | per Km |
|---|
| 48 | 12.02 | (ii) 2nd Year | | 3 | per Km |
|---|
| 49 | 12.03 | (iii) 3rd Year | | 3 | per Km |
|---|
| 50 | 12.04 | (iv) 4th Year | | 3 | per Km |
|---|
| 51 | 12.05 | (v) 5th Year | | 3 | per Km |
|---|
| 52 | 12.06 | (vi) 6th Year Renewal Plan | | 3 | per Km |
|---|
