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| 1 | Engagements of JCB for execution of works of various natures Complete Job including per day progress. |
| 2 | 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 |
| 3 | 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. Beyond 30 cm girth upto and including 60 cm girth. |
| 4 | 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. Beyond 60 cm girth upto and including 120 cm girth. |
| 5 | 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. Beyond 120 cm girth upto and including 240 cm girth. |
| 6 | 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. Above 240 cm girth |
| 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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, ( All kinds of Soil) |
| 8 | 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. All kinds of soil : |
| 9 | 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 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:1 meter from cutting edge All kinds of soil : |
| 10 | Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete. |
| 11 | Providing / laying of MS Pipes (B-type) of approved brand and make in proper position/ grade including cutting of road surface upto required depth & making of road surface motorable, providing requisite cushion including carriage of all materials and pipes upto site of work complete. |
| 12 | 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. |
| 13 | Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete |
| 14 | Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete ( for Berm). |
| 15 | Supply, stacking and laying of Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN Power Road Roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured. |
| 16 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 17 | 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. |
| 18 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 100mm compacted thickness |
| 19 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness |
| 20 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness |
| 21 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, transporting the mix material by mechanical transport from the plant upto the site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer Incharge, including cost and carriage of all materials, hire charges of machinery, all taxes etc complete |
| 22 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.5Kg / Sqm ( on Bt surface surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 23 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.75 Kg / Sqm ( on WBM / WMM surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 24 | Providing and laying 50mm thick Bituminous macadam base course with stone aggregate of quarry, size and grading as specified in CPWD specifications and bitumen of grade VG 10 @ 3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in Hot mix plant, transporting the mixed material from plant upto site of work and laying the mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete |
| 25 | Providing and laying 40mm thick Dense Bituminous Concrete Grade using VG-10 Grade @ 5.5% (Percentage by weight of total mix) and lime filter @ 3% ( %age by weight of aggregate) prepared in batch type hot mix plant of 100-120 TPH Capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hotmix to work site by tippers, laying with paver, finisher, equipped with electronic censor to the required graded 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. |
| 26 | Providing and Laying of 25mm thick (compacted) semi dense bituminous concrete surface using crushed stone aggregate of specified grading as per specification and bitumen of grade VG 10 @ 5% by weight of total mix including hot mixing of the stone aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport upto the site of work, laying the mixed material with paver finisher to required level and grade and rolling with road roller as per MORTH specification to achieve the desired compaction / density including cost and carriage of the all materials, hire charges of machinery, all taxes etc complete |
| 27 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kgs 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 (i.e, 0.768 kg of bitumen per Sqm of road surface) including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by Mechanical transport upto site of work, laying the mixed material with paver finisher to required level and grade, rolling with road roller to achieve desired compaction including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete |
| 28 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 29 | P/L in position cement concrete in 1 : 4 : 8(1 cement : 4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 30 | P/L in position cement concrete in 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 31 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) ncluding carriage of all materials from approved sources up to site of work complete. |
| 32 | P/L in position cement concrete in 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. |
| 33 | P/L in position reinforced cement concrete in 1 : 2 : 4 (1 cement:2 course sand: 4 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. ( all works upto plinth level) |
| 34 | P/L in position reinforced cement concrete in 1 : 1.5 : 3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. ( all works upto plinth level) |
| 35 | P/L in position reinforced cement concrete in 1 : 1.5 : 3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. ( all works upto floor V level ) |
| 36 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) including all carriages from approved source to site of work complete. |
| 37 | Extra for brick work with common burnt clay bricks in superstructure above plinth level upto floor five level |
| 38 | Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete. FE-500 D or more complete. |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 40 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Riveted and bolted |
| 41 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 42 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 43 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 44 | Providing and fixing bolts including nuts and washers complete. |
| 45 | Providing and fixing M.S. rivets of sizes in position. |
| 46 | Welding, including transportation of plant at site etc. complete By gas plant |
| 47 | Welding, including transportation of plant at site etc. complete By electric plant |
| 48 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 49 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 50 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube |
| 51 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 53 | Foundations, footings, bases for columns |
| 54 | Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. |
| 55 | Suspended floors, roofings, landings, balcones and access plateform |
| 56 | 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete |
| 57 | 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete |
| 58 | 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete |
| 59 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 60 | 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. |
| 61 | 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. |
| 62 | 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. |
| 63 | 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. |
| 64 | Engagement of labour /Mazdour for one day |
| 65 | Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees. (Plumber/ Carpenter/ Mason/ Electrician/ Welder etc. |
| 66 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (Progress details to be provided at time of Payments.) |
| 67 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive |
| 68 | Clearance of slips disposal lead upto 50 m and lift upto 1.5 m. (Payments shall be made as per dialy basis progress/ Geo tag proof enclosed at time of payments). |
| 69 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 70 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 71 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 72 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 73 | White washing with lime to give an even shade on New Work (three or more coats) |
| 74 | White washing with lime to give an even shade : Old work (two or more coats) |
| 75 | White washing with lime to give an even shade : Old work (one or more coats) |
| 76 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, two or more coats on new work |
| 77 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 78 | Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 79 | 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. New work (Two or more coats) |
| 80 | 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. Old work ( One or more coats) |
| 81 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 82 | 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. |
| 83 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. |
| 84 | 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). |
| 85 | 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 incl. fixing in cement concrete 1:2:4 mix 450mmx450mmx450mm incl. earth work allcomplete |
| 86 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with 16.0 (Road Work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 87 | Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. |
| 88 | 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. |
| 89 | 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. |
| 90 | 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. 35x111x25 cm size. |
| 91 | Providing and Placing in position at site, factory made pre cast reinforced cement concrete divider blocks, 8' 0\\" length (as per drawings) with smooth finish in 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregates, 10 mm to 12.50 mm nominal size) concrete grade using reinforcement TMT bars @ 59 Kg/per unit (to be provided as per the instructions of site Engineer) with strong vibrartory compaction and of approved size, design and shape, applying priming coat and road marking paint of two coats, all inclusive (material and labour) with all leads and lifts, loading, unloading and carriage upto site of work by way of required men and machinery complete. |
| 92 | Providing and Fixing of painted polycarbonate Parking safety convex mirrors, 1200 mm dia of approved brand and manufacture including cost of fittings and all other fixtures, complete job all complete. |
| 93 | Providing and fixing high intensity PVC Retro reflective tapes of 5 mm thickness on poles (two or more shades of yellow, black, white and red) all complete. |
| 94 | Providing and fixing of retro- reflectorised Informatory/Guide signs sign board as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing incl. painting all complete. |
| 95 | Supplying and fixing of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 all complete |
| 96 | 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) |
| 97 | Providing and laying of 25-40 mm thick premix Road Repair Compound (Readymade) that is a mixture of unheated mineral aggregate and emulsified bitumen. The aggregates Passing through the sieve size 10 mm = 95-100 % , 4.75 mm = 60-70 % , 2.36 mm = 12-15 % , 0.075 mm = 2-3 % . The Volatile matter content 0.95% , Bitumen Content 6 % , the compound shall attain 35 % strength within 30 mins and 70 % strength within 24 hours. The compound shall have a minimum bonding strength of 2.5 kg/sqcm , including cleaning andpreparing the existing road surface tore Remove all dirt, dust, mud etc and finally booming the surface as perrequired specification on (including cost & carriage of all materials ) including rolling with PRR of 8-10 tonne capacity incl. Including a coat of tack coat or a coat of Bituminous emulsion all complete. |
| 98 | Providing and laying of 25-40 mm thick premix Road Repair Compound (Readymade) that is a mixture of unheated mineral aggregate and emulsified bitumen. The aggregates Passing through the sieve size 10 mm = 95-100 % , 4.75 mm = 60-70 % , 2.36 mm = 12-15 % , 0.075 mm = 2-3 % . The Volatile matter content 0.95% , Bitumen Content 6 % , the compound shall attain 35 % strength within 30 mins and 70 % strength within 24 hours. The compound shall have a minimum bonding strength of 2.5 kg/sqcm , including cleaning andpreparing the existing road surface tore Remove all dirt, dust, mud etc and finally booming the surface as perrequired specification on (including cost & carriage of all materials ) including rolling with PRR of 8-10 tonne capacity. Including a coat of tack coat or a coat of Bituminous emulsion incl. Supply, stacking and laying of WBM grade 2nd 75mm compacted thickness with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid. |
| 99 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in : R.S. Joists |
| 100 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in : Channels, angles, tees and flats |
| 101 | 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 |
| 102 | Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge: |
| 103 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 104 | Providing , supplying and fixing of inauguration / foundation stone ( granite stone of size 3' x 4'-0\\" ) with writing in carved golden colour including curtains with rods and other ancilary items required at site of work including construction of pedistal in brick work in 1: 4 all complete as directed by engineer incharge (Payment shall be made as per actual). Please Enable Macros to View BoQ information |
