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| 1 | Clearing and grubbing of road land including uprooting wild vegetation, grass, brushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.(I) By Manual means.(B) In area of thorny Jungle. |
| 2 | Cutting of trees:Cutting of trees including cutting oftrunks,branches and removal of stumps and root, refilling, compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201(A) Lead upto 100m.(i) Girth above 300mm to 600mm. |
| 3 | (ii) Girth above 600mm to 900mm. |
| 4 | (iii) Girth above 900mm to 1800mm. |
| 5 | Setting out(1) Construction of reference pillar as per Fig 1600.1 (b) as per drawing and technical specification clause 1602.1 |
| 6 | (2) Construction of back pillar as per Fig 1600.1 (c) as per drawing and technical specification clause 1602.3 |
| 7 | (3) Construction of Job pillar as per Fig 1600.1 (d) as per drawing and technical specification clause 1602.4 |
| 8 | (ii) Excavation in Hilly Areas in Soil by mechanical means.(A) 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 drawing and Technical Specification Clause 1603.1 |
| 9 | (iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting.(A) Excavation in Hilly Areas in Ordinary Rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut materials with a lift upto 1.5 m and a lead upto 20 m as per Clause 1603.2 |
| 10 | Construction of unlined side drainTotal length = 9840.00 mNet length after Deduction for LSD= 8940.00 mEarthwork 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 suitablematerial. I. Ordinary soil(i) Upto 3m depth |
| 11 | I. Ordinary rock (not requiring blasting)(i) Upto 3m depth |
| 12 | PAVEMENTS Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 13 | Water Bound Macadam with Crushable Screenings(2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 (A) By manual means. |
| 14 | (3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 (A) By manual means. |
| 15 | Construction of earthen shoulder.Construction 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 1000 m as per Technical Specification Clause 303.1. |
| 16 | Prime Coat 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.(ii) Medium porosity |
| 17 | Mix Seal Surfacing:Providing, laying and rolling of close-graded premix surfacing material (Hot Mix) of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 18 | Tack Coat(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 19 | 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.i)ii) Ordinary kilometre stone (precast) |
| 20 | ii)200m stone (precast) |
| 21 | 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. |
| 22 | Painting two coats including primer coat after fillingthe surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and Technical specification clause 1701. |
| 23 | 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. (ii) 60cm equilateral TriangleSpeed limit |
| 24 | Right/Left hand curve |
| 25 | School |
| 26 | 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 alluminium sheeting 2mm thick with area not exceeding 0.9sqm 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 17011) Destination sign |
| 27 | 4) Direction sign |
| 28 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats onNew Work. Painting lines, dashes, arrows, etc. on roads in two coats onnew work with ready mixed road marking paint conforming toIS:164 on bituminous/concrete surface, including cleaning thesurface of all dirt, dust and other foreign matter, demarcationat site and traffic control as per drawing and TechnicalSpecification Clause 1702 |
| 29 | 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. Ordinary rock (upto 3m depth) |
| 30 | Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4(i) Nominal mix 1:2.5:5(Hand Mixing) |
| 31 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4(i) Nominal mix 1:2.5:5(Hand Mixing) |
| 32 | Earthwork in excavation for foundation of structures upto 3m 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 back filling with approved material.I. Ordinary soil (upto 3m depth) |
| 33 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203II. Course rubble masonry (iii) in cement mortar 1 : 4 |
| 34 | 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. Ordinary soil (upto 3m depth) |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) |
| 36 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204II. Course rubble masonry (2nd sort) (i)In cement mortar (1:3) |
| 37 | 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 |
| 38 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4I. Random rubble masonry |
| 39 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204Parapets |
| 40 | 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 Between parapet walls |
| 41 | CROSS DRAINAGE WORKS - HUME PIPE CULVERTDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.B.Rubble Stone Masonry in Cement Mortar |
| 42 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. c). Above 900 mm |
| 43 | Earthwork in excavation for foundation of structures upto 3m 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 back filling with approved material.I. Ordinary soil (upto 3m depth) |
| 44 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) |
| 45 | Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and technical specification Clause 1109(A)in 1:4 cement Mortarl |
| 46 | Bedding for pipe Type-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorumor approve granular materials as per clause1105 (ii) |
| 47 | Providing and laying RCC Pipe NP3 for Culverton first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc. |
| 48 | Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 I. Granular material |
| 49 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth filling |
| 50 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4I. Random rubble masonry |
| 51 | Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204Parapets |
| 52 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11Between parapet walls |
| 53 | MINOR BRIGDE HAND RAIL Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Guard Rails:1. Horizontal Members (2 Nos. on each side of the bridge) |
| 54 | 2. Verticle Members (5 posts on each side of the bridge with spacings average to 1.6m inner edge to inner edge) |
| 55 | 3. Kerb (1 No. on each side of guardrail) |
| 56 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202\" (i) Horizontal members (10mm bars, 4 Nos bars on each horizontal member, L=8m), weight=0.617 Kg/mThis means that there are 4 Nos. horizontal members of length=8m and there will be four longitudinal bars on each horizontal members. |
| 57 | (i) Verticlel members (10mm bars, 4 Nos bars on each verticle member, L=0.85m), weight=0.617 Kg/mThis means that there are 5 Nos. verticle members of height=0.85m on each side of the bridge and there will be four verticle bars on each verticle members. |
| 58 | Verticle stirrups:A. For Horizontal Members:Taking 20cm spacing, size of one stirrup as 0.12*0.15(considering necessary cover and anchorage):(a) Length of one verticle stirrup= 2(0.12+0.15)= 0.54 m(b) No. of verticle stirrups in one horizontal member= 8/0.2= 40 Nos.(c) Total Length required for verticle stirrups in one horizontal member = 40*0.54= 22mWeight = 0.617 Kg/m |
| 59 | B. For Verticle Members:Taking 20cm spacing, size of one stirrup as 0.2*0.2(considering necessary cover and anchorage):(a) Length of one verticle stirrup= 2(0.2+0.2)= 0.8 m(b) No. of verticle stirrups in one verticle member= 0.85/0.2= 4 Nos.(c) Total Length required for verticle stirrups in one verticle member = 4*0.8= 3.2mWeight = 0.617 Kg/m |
| 60 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II R.C.C M 25(i) Horizontal members |
| 61 | (ii) Verticle members |
| 62 | Plastering with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 63 | Painting Two Coats on New Concrete SurfacesPainting 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 Clause 1701 |
| 64 | (F) MANDATORY INFORMATORY BOARDSTitle Information Board |
| 65 | Citizen Information Board |
| 66 | AMC for 1st Year |
| 67 | AMC for 2nd Year |
| 68 | AMC for 3rd Year |
| 69 | AMC for 4th Year |
| 70 | AMC for 5th Year |
