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| 1 | Slip Clearance |
| 2 | In ordinary soils |
| 3 | In soils; mixed with moorum/Kankar/ shingle/ boulders; |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | In medium hard rocks ; by blasting |
| 6 | In hard rocks; by blasting |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottomsincluding getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres. |
| 8 | All kinds of soil |
| 9 | Ordinary Rock |
| 10 | Hard Rock (Requiring Blasting ) |
| 11 | Hard Rock (Blasting prohibited ) |
| 12 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not xceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 13 | All kinds of soil |
| 14 | Ordinary Rock |
| 15 | Hard Rock (Requiring Blasting ) |
| 16 | Hard Rock (Blasting prohibited ) |
| 17 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) |
| 18 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 19 | Dumping of stones including cost of stones in horizontal on level. |
| 20 | Hand packed stone filling in horizontal on level 50% stone and 50% available earth. |
| 21 | Dumping of stone excluding cost of stones in Horizontal on level |
| 22 | Hand packed stone filling in horizontal on level using 50% available stone and 50% available earth. |
| 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 24 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 25 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes |
| 26 | 900 mm dia. R.C.C. pipe |
| 27 | 600 mm dia. R.C.C. pipe |
| 28 | 450 mm dia. R.C.C. pipe |
| 29 | Providing and Fixing 8\"\"dia PVC Pipe including all fitting complete job. |
| 30 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 31 | Providing and erecting a \"Modified Thrie\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 933 mm above road/ground level, fixed on ISMC I section series channel vertical post, 150 x 100 x 4.3 mm spaced 2 m centre to centre, 2.133 m high with 1.20 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel I section350x127x5.9mm, 546 mm long complete as per clause 811 |
| 32 | Repair/Rectification of Crash Barrier including Refixing/Providing & Fixing of U-Clamps/damaged Sheets/welding/Nut Bolts complete Job as required at site and directed by Engineer-In-Charge. |
| 33 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: |
| 34 | 1:3:6 or richer mix (i/c equivalent design mix) |
| 35 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 36 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 37 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal ofnserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar |
| 38 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 39 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge. |
| 40 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction ofEngineer-in-charge. |
| 41 | Hand-packing stones in wire-crates; including cost of crates and stones |
| 42 | Berm and Ruts Filling with RBM/Approved material obtained from borrowpits with a lift upto 1.50 mtr. Transporting to site, spreading grading to required slope and compacting, complete job |
| 43 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 44 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 45 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 46 | Beyond 30 cm girth upto and including 60 cm girth. |
| 47 | Beyond 60 cm girth upto and including 120 cm girth. |
| 48 | Beyond 120 cm girth upto and including 240 cm girth. |
| 49 | Above 240 cm girth |
| 50 | Providing, fixing and installation in cement concerete )1:2:4) mix Flex board (280 GSM) with frames duly primed and painted with two coats. |
| 51 | Providing, fixing and installation of Flex board (280 GSM) without frames duly primed and painted with two coats. |
| 52 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder. |
| 53 | Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 54 | Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in mechanical mixplant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 56 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 57 | Snow Clearance by Mechanical Means using Snow Plough 4WD 60 BHP (Trucks/JCB) |
| 58 | Carriage of Matierial By Mechanical Transport including loading, unloading and stacking |
| 59 | Carriage of Stone aggregate (Below 40 mm) avg. lead of 40 km. |
| 60 | Carriage of Sand avg. lead of 40 km. |
| 61 | Carriage of Mulba (Earth) avg. lead of 01 km. |
| 62 | Carriage of Stone avg. lead of 05 km. |
