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| 1 | Pot Hole Repair |
| 2 | 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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil |
| 3 | 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. |
| 4 | Supply and filling of RBM/Stone soling of specified size including spreading , watering , ramming , compacting with prr including all carriages. |
| 5 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 6 | Scarifying the existing bituminous road surface to a depth of 25mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 7 | Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (63mm to 45mm size) WBM in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13-2mm size and binding material (moorum) to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job. |
| 8 | Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (53mm to 22.5mm size) WBM in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 11-2mm size and binding material (Moorum) to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job. |
| 9 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 10 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand andmanufacture |
| 11 | Painting steel work with deluxe multi surface paint of required shade to give an even shade.Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 12 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 13 | Erosion Control on Shoulders & Slopes |
| 14 | Dressing of shoulders / Berms by way of removal of humps and filling of depressions , replenishing / lowering earthen / hard shoulders using available earth / material from a lead of 15 mtrs. including removing vegetation and in-equalities. |
| 15 | Supply and filling of Khak-Bajri including spreading , watering , ramming , compacting with prr including all carriages. |
| 16 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5mrespectively ) |
| 17 | Cleaning of Drains , Culverts and waterways |
| 18 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 19 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 20 | Clearance of blocked cross Drainage pipes including disposal |
| 21 | Providing and laying of RCC pipes/M.S pipes in proper position and Grade including cutting of road surface upto required depth , providing proper cushion including all carriages. |
| 22 | 250mm Dia RCC |
| 23 | 300mm Dia RCC |
| 24 | 375mm Dia RCC |
| 25 | 450mm Dia RCC |
| 26 | 600mm Dia RCC |
| 27 | 900mm Dia RCC |
| 28 | 12\\"dia MS pipe |
| 29 | 18\\"dia MS pipe |
| 30 | Clearance of Vegetation and Prunning of trees |
| 31 | Engagement of Skilled labour for prunning of trees and cutting of bushes , prunning of shrubs. |
| 32 | Cleaning and repair of Road Furniture |
| 33 | White washing with lime to give an even shade on New Work (three or more coats) to Parapets , Guide stones , Tree Trunks etc. |
| 34 | Repair / Refixing of Disturbed Caution Boards , Signages , refixing Displaced Km stones , Guard stones , Guard Rails. Including of Refixing of misplaced part of board etc |
| 35 | Painting of Km Stones , Kerb stones , Informatory Boards. |
| 36 | Lettering of Km stones |
| 37 | 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 M-15 Grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including all leads lifts and carriages complete |
| 38 | Providing and laying all type of Reinforced cemenr concrete works like columns, beams, slabs, abutments, piers, posts, buttress, string coures, coping etc including curing, all carriages , leads and lifts upto site of work but excluding cost of centering and shuttering. in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all leads lifts and carriages complete |
| 39 | All works upto plinth level |
| 40 | All works above plinth level upto floor V level |
| 41 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate including all leads lifts and carriages complete |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 43 | Foundations, footings, bases of columns etc. for mass concrete |
| 44 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 45 | Suspended floors, roofs, landings, balconies and access platforms. |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete including all leads lifts and carriages complete Mild steel and Medium tensile bars |
| 47 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 48 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage |
| 49 | Steel work welded in built up sections/framed work including cutting hositing, fixing in position and applying a primming coat of approved steel primer using structural stee/chequared, plates where ever required with all carriages complete job |
| 50 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge. |
| 51 | 1:3:6 or richer mix (i/c equivalent design mix) |
| 52 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 53 | 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. |
| 54 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead |
| 55 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. |
| 56 | For thickness of tiles 10 mm to 25 mm |
| 57 | For thickness of tiles above 25 mm and upto 40 mm |
| 58 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. |
| 59 | Painting with aluminum paint of approved brand and manufacture to give an even shade, one or more coats on old work. |
| 60 | Re-lettering with black Japan paint of approved brand and manufacture. |
| 61 | Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete |
| 62 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 63 | Enagement of Mechnical earth excavator (JCB) |
| 64 | Enagement of tipper for carriage/disposal of materials |
| 65 | Upto a lead of 5.00 KM |
| 66 | Upto a lead above 5.00 KM upto 10.00 KM |
| 67 | Hire and running charges of load carrier -Tata Mobile 207 in (good working condition) for watering/ spraying of trees and plants, washing of grill / kerb stones at differmnet sites of landspae sub division 2nd (from 6:00 AM to 7:00 PM @ 02 trips per day) including hiring charges of vechile, wages of driver /helper, wear and tear charges of load carrier, lubricating oil and fuel charges complete (of 2000 ltr capacity) water stroage tank.I Distribution of rubber pipes willbe provied and installed by the department in hired vehicle |for the required period. Trees/ plants are to be watered/ sparyed, washing o gril / kebt stone is to be done as per directions of EIC. | Helpers for watering/ spraying and washing of erill / kerb stone shall be arragned by the contractor. |
| 68 | 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) including all leads lifts and carriages complete |
| 69 | Making of knitted wire crates of approved mesh size including weaving binding sides and paritions and binding top after filling including cost of filling stones and weaving materials including tipping stone filled wire crates in position all complete including carriages of stones upto site all complete job. |
| 70 | 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) including all leads lift and carriages complete (Quarry) |
| 71 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone including all leads lift and carriages complete (Quarry) |
| 72 | P/L of Granular sub base course (GSB) with nallah agg. size 90 mm incl. consolidation with 80-100 KN road Roller to the required gradient camber and density incl. leads, lifts carriages complete job. |
| 73 | Providing/ Laying, Spreading and Compacting graded stone aggregate size ( 43 mm - 0.075 mm) to wet mix Macdam (WMM) specification including premixming the material with water at OMC in metallic mix plant, Carriage of mixed material by tipper to site for all leads and lifts, laying in uniform layers with mechanical paver finisher in subgrade / base course on well prepared surface and compacting with vibratory roller of 8 - 10 tonne capacity to achieve the desired density complete as per the specifications and as per specifications of engineer in charge. |
| 74 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 75 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On BT. @ 0.50Kg/sqm. |
| 76 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge..50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity..incl.all carriages complete |
| 77 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 78 | SEAL COATProviding and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 79 | Slip Celarance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 80 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 81 | Chequerred terrazzo tiles 22mm thick with graded marble chips of size upto 6mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, polishing and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Ordinary cement without any pigment. |
| 82 | Providing of flex banners/hoarding including letter writing symbols, logo etc of required size including frame |
| 83 | Providing and Fixing of Metal beam crash barrier (W profile safety guard Rail ) made out of fallowing members. Job including fixing new posts in cement concrete M-20 grade (450x450x900mm ) complete in all respects & as directed by the engineer)1). Beam cold rolled strips W profile 3mm thick having yield strength of 2400 kg /sq.com having a width of 313 mm & depth of corrugation 63 mm hot dip galvanised of zinc coating @550 gm. /sq.cm.2). Post consisting of cold rolled channel 2000x2000mm C/C 150x75x5mm having yield strength of 2400 kg/sq.cm. The total length of post shall be 1900mm & minimum height of post above concrete foundation shall be 800 mm hot dip. including all leads lifts , welds, bolts and carriages complete job |
| 84 | Brick work with common burnt clay of class designation 75 in super structure in cement mortor 1:6 incld. All carriages etc complete job |
| 85 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note: - One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 86 | Fixing in position barricading by laying in trenches MS pipes including excavation of trenches, refilling of trenches, carriages of poles from Divisional store of back at time of removing of barricading complete job |
| 87 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire |
| 88 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 89 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 90 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. |
| 91 | Bituminous portion |
| 92 | Water bound macadam. |
| 93 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge.The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 asrecommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 94 | Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. |
| 95 | Taking out existing Devri stones/ kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. |
| 96 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). |
| 97 | Providing and laying rough chisel dressed Devri Stone in kerbs, of size 200x200 mm face with chamfer in cement mortar 1: 6 (1 cement : 6 coarse sand) including curing. |
| 98 | Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) |
| 99 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 100 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing & disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid separately.) |
| 101 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 102 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking the clods and mixing with sludge or manure in the ration of 8:1 (8 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of sludge or manure after reduction by 8 %), flooding with water, filling with the earth if necessary, watering and finally fine dressing, leveling etc. including stacking & disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 mtr. and lift upto 1.5 mtr. complete (cost of sludge, manure or extra earth to be paid for separately) |
| 103 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure or extra good earth, if needed, to be paid for separately) |
| 104 | Holes 1.2 mtr dia & 1.2 mtr deep |
| 105 | Holes 90 cm dia & 90 cm deep |
| 106 | Holes 60 cm dia & 60 cm deep |
| 107 | Holes 45 cm dia & 45 cm deep |
| 108 | Supply & planting of trees at sites incl.necessary trench making as required under norms & all carriages involved complete. |
| 109 | Omamental Plum 4' ht & above |
| 110 | Golden privet 3' ht & above |
| 111 | Olender 3' ht & above |
| 112 | Cupress 3' ht & above |
| 113 | italian cypress 3' |
| 114 | Bottle brush 3'-6 ht 8 above |
| 115 | Sweet winter 3' ht & above |
| 116 | Rose HT 2' ht & above |
| 117 | Jasmonium 3' ht & above |
| 118 | Supply & planting of flower seedling HYBRID in poly bags at sites incl.watering and all carriages involved complete. |
| 119 | Marigold (Double orange /yellow) |
| 120 | Zennia (Double ) |
| 121 | Vinka (Double) |
| 122 | Cocks Comb( short) |
| 123 | Slotia |
| 124 | French Marigold |
| 125 | Cloves |
| 126 | Partulaca |
| 127 | Verbena |
| 128 | Pansy (Double) |
| 129 | Diantheus |
| 130 | Gazania(Double) |
| 131 | Antirihinum |
| 132 | Calendula(Orange/yellow) |
| 133 | Coronation |
| 134 | Dahalia bulb(bilb not less than 50gm) |
| 135 | Yemberzal Bulb |
| 136 | Cana bulb green ( bulb not less than 50gms) |
| 137 | Chrysthenmum double dwarf |
| 138 | Supply and laying of vermicompost at sites incl. all carriages involved complete |
| 139 | Supply and fixing of supporting sticks bamboo 4'ht & above |
| 140 | Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. |
| 141 | 35x111x25 cm size. |
| 142 | 50x152.5x25 cm size. |
| 143 | Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. |
| 144 | New work (Two or more coats) |
| 145 | Old work ( One or more coats) |
| 146 | Supply and stacking of Sand at site complete job |
| 147 | Supplying and stacking of earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 148 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 149 | Providing & fixing of rumble strips (Speed Bumps) covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint (Size of strip 500 x 125 x 25 mm) Including all carriages involved -all as desired by the EIC. complete. |
| 150 | Providing and fixing of foundation stone with engraved letters on Carbon block/ Block granite of superior quality of thicness 16mm, including engineering please levelling secure fixing smooth polished finish colour (preferably golen) in the engraves to make it prominent as per the directions of Engineer incharge Please Enable Macros to View BoQ information |
