| 1 | 1 | Compacting Original Ground.\n(ii) Compacting original ground supporting subgrade.\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. | Item12 | 12919.5 | cum |
|---|
| 2 | 2 | Repairs of Damages Caused by Rain/Spillage of Water.\nPreparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 | Item13 | 43065 | sqm |
|---|
| 3 | 3 | Granular Sub-Base with well graded material (Table 400.1)\n(A) By Mix in Place Method.\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 wheeled roller to achieve the desired density, complete as per technical specification clause 401.\n(i) For Grading I Material. | Item14 | 2875.03 | cum |
|---|
| 4 | 4 | Water Bound Macadam with Crushable Screenings\n(2) WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound 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 2 as per Technical Specification Clause 405.\n(A) By manual means. | Item15 | 2611.13 | cum |
|---|
| 5 | 5 | (3) WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound 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. | Item16 | 8821.85 | cum |
|---|
| 6 | 6 | Prime Coat.\n(i) Low 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | Item17 | 132586 | Sqm |
|---|
| 7 | 7 | Tack Coat\n(iii) Providing 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 granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. | Item18 | 132586 | Sqm |
|---|
| 8 | 8 | 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 a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type B as per Technical Specification Clause 508.\nCase - I By Manual Means\n(iii) Polymer Modified Bitumen | Item19 | 132586 | Sqm |
|---|
| 9 | 9 | 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 B as per Technical Specification Clause 510.\n(A) By Manual Means (Type B).\n(iii) Polymer Modified Bitumen. | Item20 | 132586 | Sqm |
|---|
| 10 | 10 | Construction of earthen shoulder.\nConstruction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. | Item21 | 21173.7 | Cum |
|---|
| 11 | 11 | 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 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. \nOrdinary soil (upto 3m depth) | Item22 | 46.44 | Cum |
|---|
| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.\nI. PCC Grade M10.\nNominal Mix 1 : 3 : 6 (hand mixing). | Item23 | 105.49 | Cum |
|---|
| 13 | 13 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.\nII. Course rubble masonry (2nd sort).\n(iii) in cement mortar 1 : 5. | Item24 | 566.228 | cum |
|---|
| 14 | 14 | Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 | Item25 | 36.6 | cum |
|---|
| 15 | 15 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4.\nI. Random rubble masonry. | Item26 | 5.701 | cum |
|---|
| 16 | 16 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 | Item27 | 56.395 | Ten Sqm |
|---|
| 17 | 17 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11. | Item28 | 4.75 | Rm |
|---|
| 18 | 18 | 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 deletirious material and disposal upto a lead of 50m, dressing of sides.\n(ii) Ordinary rock (i) Upto 3m depth | Item41 | 46.44 | Cum |
|---|
| 19 | 19 | Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4.\n(i) Nominal mix 1:2.5:5(Hand Mixing) | Item42 | 104.49 | Cum |
|---|
| 20 | 20 | Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204 | Item43 | 535.78 | Ten Sqm |
|---|
| 21 | 21 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\ni) 5th kilometre stone (precast) | Item44 | 10 | Nos |
|---|
| 22 | 22 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\nii) Ordinary kilometre stone (precast) | Item451 | 35 | Nos |
|---|
| 23 | 23 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.\niii) 200m stone (precast) | Item46 | 176 | Nos |
|---|
| 24 | 24 | Reinforced cement concrete M15 grade boundary pillars 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. | Item45 | 233 | Nos |
|---|
| 25 | 25 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and Technical specification clause 1701. \n( For boundary pillars ) | Item461 | 32.923 | sqm |
|---|
| 26 | 26 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSpeed limit | Item471 | 2 | Nos |
|---|
| 27 | 27 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nLeft Hand Curve | Item48 | 50 | Nos |
|---|
| 28 | 28 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nRight Hand Curve | Item49 | 54 | Nos |
|---|
| 29 | 29 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nMen at Work | Item50 | 1 | Nos |
|---|
| 30 | 30 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nSchool | Item51 | 2 | Nos |
|---|
| 31 | 31 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.\n(ii) 60cm equilateral Triangle\nFalling Rocks | Item52 | 2 | Nos |
|---|
| 32 | 32 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDestination Sign | Item53 | 1.62 | Sqm |
|---|
| 33 | 33 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nPlace Identification Sign | Item54 | 0.75 | Sqm |
|---|
| 34 | 34 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nAdvance Direction Sign | Item55 | 1.62 | Sqm |
|---|
| 35 | 35 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\nDirection Sign | Item56 | 0.36 | Sqm |
|---|
| 36 | 36 | Providing and fixing as per Guidelines:\nPMGSY Logo | Item57 | 22 | Nos |
|---|
| 37 | 37 | Providing and fixing as per Guidelines:\nTitle Informatory Board | Item58 | 2 | Nos |
|---|
| 38 | 38 | Providing and fixing as per Guidelines:\nCitizen Informatory Board | Item59 | 1 | Nos |
|---|
| 39 | 39.1 | AMC for 1st Year | Item60 | 44.05 | kms |
|---|
| 40 | 39.2 | AMC for 2nd Year | Item61 | 44.05 | kms |
|---|
| 41 | 39.3 | AMC for 3rd Year | Item62 | 44.05 | kms |
|---|
| 42 | 39.4 | AMC for 4th Year | Item63 | 44.05 | kms |
|---|
| 43 | 39.5 | AMC for 5th Year | Item64 | 44.05 | kms |
|---|
