| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. \n(I) By Manual Means (A) In area of non thorny jungle | | 0.3617 | Hect. |
|---|
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 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 \n(i) From private land | | 3456.3 | Cum |
|---|
| 3 | 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with iead upto 1000m as per technical specification clause 301.5 \n(a) From private land | | 1052.3 | Cum |
|---|
| 4 | 4 | By Mix in Place Method :- Construction 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 three Wheel 80-100 KN Static roller to achieve the desired density,complete as per technical specification clause 401) \n(ii) For grading -II materials. | | 470.48 | Cum |
|---|
| 5 | 5 | Water Bound Macadam Grading -3:- Using crushable screening such as moorum gravel for Gr.III. Providing, 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 | | 235.24 | Cum |
|---|
| 6 | 6 | Providing and laying Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504. | | 3031.73 | Sqm |
|---|
| 7 | 7 | Extra for Providing and laying Coloured ICBP as per Technical Specification Cl.1504 complete including carriage. | | 188.09 | Sqm |
|---|
| 8 | 8 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. | | 1.2 | Sqm |
|---|
| 9 | 9 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25mm x 25mm x 4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approved brand) : 60 cm Equilateral | | 8 | Each |
|---|
| 10 | 10 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | | 546 | Each |
|---|
| 11 | 11 | Planting of trees & their Maintenance for three years :- Planting of trees by the road side ( Avenue Trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil in the ground, mixing the soil with decayed farm sludge/yard mannure, planting the saplings, backfilling the trenches, waterin, fixing, the tree guard and maintaining the trees for three years. | | 54 | Each |
|---|
| 12 | 12 | HP Culvert 600 mm dia ( 5 Nos.)\nEarth work in excavation of foundation of 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 & bottom & backfilling. : Ordinary soil: upto 3 m depth | | 162.78 | Cum |
|---|
| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-15) (I) Nominal Mix= 1:2.5:5 | | 16.8 | Cum |
|---|
| 14 | 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-15) (I) Nominal Mix= M20 (1:2:4) | | 44.94 | Cum |
|---|
| 15 | 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-15) (I) Nominal Mix= M20 (1:2:4) : with natural gravel | | 37.6 | Cum |
|---|
| 16 | 16 | Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts 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 masonary work. :600 mm dia | | 37.5 | Cum |
|---|
| 17 | 17 | Plasteing with cement Mortar ( 1:4) 15 mm thick on brick work in substructure as per Technical specification | | 128.055 | Sqm |
|---|
| 18 | 21 | Routine Maintenance after completion of the work for 1st year. | | 0.82 | Km |
|---|
| 19 | 22 | Routine Maintenance after completion of the work for 2nd year. | | 0.82 | Km |
|---|
| 20 | 23 | Routine Maintenance after completion of the work for 3rd year. | | 0.82 | Km |
|---|
