|
| 1 | Items List |
| 2 | Earth work in surface excavation upto 30 cm depth including removal ofwild growth bushes, trees and plants up to 30 cm girth above ground level,including uprooting rank vegetation, clearing the areas of grass, removal of excavated earth, grass, plants, and rubbish etc and disposiong at earmarked places within a lead of 2 Km with contractors own transport with all loads, tools & tackles, machinaries, labour etc complete as per standard specifications and diretction of engineer incharge. |
| 3 | Cutting trees of girth 30 cm to 60 cm in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including cutting of trunks, branches and removal of stumps, roots, stacking of servicable materials, disposal of unservicable materials with contractors own transportation within a lead of 2KM, earth filling in dippressions/pit, including all labour, tools & tackles, machinary complete as directed by Engineer In Charge |
| 4 | Grass cutting works including removal of vegetation upto 75mm girth including cutting, clearing and removal of rubbish by loading and unloading, dumpimg at designated location, within a lead of 2 Km with contractors own transport with all tools & tackles, machinaries, labour etc complete as per standard specifications and diretction of engineer incharge. |
| 5 | Earth work in Excavation below ground level in all kinds of works in all types of soils in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation,shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2KM, making good the over excavation with PCC 1:4:8 etc. all complete as per standard specifications and diretction of engineer incharge. |
| 6 | Earth work in Excavation below ground level in all kinds of works in all types of soft rocks in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation,shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2KM, making good the over excavation with PCC 1:4:8 etc. all complete as per standard specifications and diretction of engineer incharge. |
| 7 | Earth work in EXCAVATION below ground level in all kinds of works in all kinds of hard rock without blasting by either use of non-explosive material viz. Acconex manufactured by ACC Ltd. and / or use of construction equipments, in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation,shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2KM, making good the over excavation with PCC 1:4:8 etc. all complete as per standard specifications and diretction of engineer incharge. |
| 8 | TRANSPORTING & DISPOSAL of the SURPLUS EARTH AND EXCAVATED MATERIAL including shrubs and vegetations from construction area to maximum lead of 2.0 KM including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, leveling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes all complete as per standard specifications and diretction of engineer incharge.(The work volume of surplus material shall be measured as the difference of volume of excavation & the volume of back filling.) |
| 9 | BACKFILLING and compacting the soil in layers of 300mm after execution of the work to proper grade and level with selected materials from available excavated soil from soil heaps within a LEAD OF 2.00KM, including re- excavating the deposited soil excavated earlier, breaking clods, loading, transportation, unloading, spreading to required level, watering, rolling and ramming by manual methods/ mechanical compactors, dressing, trimming etc.with all tools & tackles, machinaries, labour etc complete as per standard specifications and diretction of engineer incharge. |
| 10 | Pumping out water including dewatering the water mixed with muck/sludge etc from the trenches, ponds and other miscellaneous areas including supply and installation of dewatering pumps by contractor with all labour, hoses, consumables fuel etc.complete as per the directions of engineer incharge. |
| 11 | capacity of pump 2 HP |
| 12 | capacity of pump 5 HP |
| 13 | capacity of pump 10 HP |
| 14 | Supplying and laying soling to proper level and size in any thickness with granite / trap broken metal, 230mm and down size, as subbase including hand picking, wedging, blinding with approved sand and murrum, watering,ramming, rolling, manually and mechanically including cost of all materials and labour with all lead and lift complete as per standard specifications and direction of engineer incharge. |
| 15 | Supplying and filling crusher dust for all depth and height including the cost of crusher dust, royalties, transportation, loading and unloading for all needs including spreading in layers of thickness not exceeding 150mm, ramming, watering, compacting with mechanical compactors, and other equipment of requirred,tools & tackles, labour etc complete as per standard specifications and diretction of engineer incharge. |
| 16 | Supplying and fillingsand in trenches, including watering, ramming, consolidating and dressing complete as per standard specifications and diretction of engineer incharge. |
| 17 | Fillingavailable sand in trenches, including watering, ramming, consolidating and dressing, including shifting from a distance of 2KM with contractors own transportation, tools&tackles, machinary labour etc... complete as per standard specifications and diretction of engineer incharge. |
| 18 | Removal and stacking of sand from trenches, including shifting to a distance of 2KM with contractors own transportation, tools&tackles, machinary labour etc... complete as per standard specifications and diretction of engineer incharge. |
| 19 | Removal and stacking pre-cast slabs, including chipping,shifting to a distance of 200M with contractors own transportation, tools & tackles, machinary labour etc... complete as per standard specifications and diretction of engineer incharge. |
| 20 | Placing pre-cast slabs at designated locations, with proper packing of bearing with CM 1:4, including shifting from a distance of 200M with contractors own transportation, tools&tackles, machinary labour etc... complete as per standard specifications and diretction of engineer incharge. |
| 21 | Dismantling structures located at all heights without damaging other structures by mechanical or manual means including Cleaning the surface to be broken of all undesired material, Breaking with chisel and sledge or pneumatic jack hammer, Breaking the broken pieces in smaller size if required to facilitate easy transportation and disposal of the same, Cleaning the work place of all loose broken pieces, Erecting and removal of scaffolding wherever required for the work, Transportation and stacking of broken pieces at the place of disposal, supply of machinery, labour etc. complete as per standard specifications and diretction of engineer incharge. |
| 22 | PCC |
| 23 | RCC( including cutting and segregation of rebars ) |
| 24 | Concrete Pavement |
| 25 | Bitumen road |
| 26 | Rubble stone masonry in cement mortar |
| 27 | Tile flooring |
| 28 | Brick work |
| 29 | Stone pitching works(RR STONE) |
| 30 | Hume Pipesof dia. less than 600 mm |
| 31 | Hume Pipes of dia.600 mm - 900 mm |
| 32 | Hume Pipes of dia. More than 900 mm |
| 33 | Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and stackingservicable material and unservicable materila seperately complete as per specifications and as directed by Engineer In Charge. |
| 34 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixedglazing and false ceiling including disposal of unserviceable materialand stacking of serviceable material with in 2.00KMleadas directed by Engineer-in-charge. |
| 35 | Cutting of cylindrical holes in existing concrete using core cutters of mentioned diameters, supply of machinery, skilled labour, etc, chipping of peripherial surfaces to give them the desired profile as per construction drawings, including all machinary tools&tackles,labour etc.,complete as per specifications and as directed by Engineer In Charge. |
| 36 | 75mm dia |
| 37 | 100mm dia |
| 38 | 125mm dia |
| 39 | 150mm dia |
| 40 | 200mm dia |
| 41 | 250mm dia |
| 42 | 300mm dia |
| 43 | Cutting of square shaped holes in RCC/ masonary wall/ slab of thickness upto 250mm using diamond cutting technology including all machinary, tools &tackles, scaffolding,cleaning of debries , labours etc as directed by EIC. |
| 44 | Providing groove cutting for width of 5mm to 10mm and depth 40mm including cost of cutting machine, generater &HOM, including cost of blade, coolant etc., including cleaning of groove & providing sand and hot bitumin fillars, and filler metal etc., including cost of conveyance of all materials labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. |
| 45 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, including shuttering, tamping, ramming, vibrating, curing, etc... all in any shape, position, thickness and finishing the top surface rough or smooth as requirred with concrete of nominal mix 1:3:6 by mass (1 Cement: 3 Coarse Sand: 6 Crushed Stone aggregates/Gravels) with 40mm and down size graded crushed stone aggregates / Gravels completre as per standard specification and as directed by Engineer In Charge . ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 46 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, including shuttering, tamping, ramming, vibrating, curing, etc... all in any shape, position, thickness and finishing the top surface rough or smooth as requirred with concrete of nominal mix 1:4:8 by mass (1 Cement: 4 Coarse Sand: 8 Crushed Stone aggregates/Gravels) with 40mm and down size graded crushed stone aggregates / Gravels completre as per standard specification and as directed by Engineer In Charge . ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 47 | Providing and laying in position ready mixed PLAIN CEMENT CONCRETE above plinth level , with cement content as per approved design mix in parapets, coping, bed blocks, anchor blocks,fillets,sunken floor etc., excluding the cost of centering,shuttering and finishing with nominal mix 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard specifications and diretction of engineer incharge. |
| 48 | Providing and laying Reinforced concrete for foundations and substructure of Design Mix of M-30 Grade with 20mm and down size graded crushed stone aggregates/ gravel for equipment, retaining wall, buildings, and other underground concrete structures, including pits, drainage ditches, cable trenches, pile capsincluding cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as per specification and as directed by Engineer In Charge. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 49 | Providing and laying Reinforced concrete for foundations and substructure of Design Mix of M-25 Grade with 20mm and down size graded crushed stone aggregates/ gravel for equipment, retaining wall, buildings, and other underground concrete structures, including pits, drainage ditches, cable trenches, pile capsincluding cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as per specification and as directed by Engineer In Charge. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 50 | Providing and laying Reinforced concrete for superstructure of Design Mix of M-30 Grade with 20mm and down size graded crushed stone aggregates/ gravel for equipment, retaining wall, buildings, and other including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all height above plinth level in any shape, position and thickness etc. all complete as per specification and as directed by Engineer In Charge. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 51 | Providing and laying Reinforced concrete for superstructure of Design Mix of M-25 Grade with 20mm and down size graded crushed stone aggregates/ gravel for equipment, retaining wall, buildings, and other including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all height above plinth level in any shape, position and thickness etc. all complete as per specification and as directed by Engineer In Charge. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 52 | Providing, supplying and erection of precast reinforced concrete slab for trenches, pit & manholes etc. of varying thickness from 50 mm to 350mm or as specified of RCC of Design Mix concrete M-25 gradeincluding providing lifting hook, shuttering, transporting to site, erecting, leveling, aligning excluding the Cost of Reinforcement etc. completeand as directed. All materials including cement supplied by the contractor. |
| 53 | Providing and removing CENTERING AND SHUTTERING for foundations and sub structure, for all depths below and upto & inclusive of plinth level including prefabrication of shuttering using Steel plates/Timber planks or Rough plywood , spraying or brushing form-release-agent on the surface of shuttering contacting with concrete, assembling, cutting, fitting, fixing, bolting, leveling, aligning, bracing, shoring, reshoring, welding, installing, scaffolding for single pour concreting, strutting, propping etc., keeping the same inposition during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, making good the concrete surface with cement slurry where honeycombing, segregation etc. is noticed etc. complete as per standard specification and as directed by Engineer In Charge. |
| 54 | Providing and removing CENTERING AND SHUTTERING for super structure, for all hieghts above plinth level including prefabrication of shuttering using Steel plates/Timber planks or Rough plywood , spraying or brushing form-release-agent on the surface of shuttering contacting with concrete, assembling, cutting, fitting, fixing, bolting, leveling, aligning, bracing, shoring, reshoring, welding, installing, scaffolding for single pour concreting, strutting, propping etc., keeping the same inposition during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, making good the concrete surface with cement slurry where honeycombing, segregation etc. is noticed etc. complete as per standard specification and as directed by Engineer In Charge. |
| 55 | Providing TMT steel reinforcement of various diameters from 8 to 32 mm otherwise specifiedfor RCC works including staightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire, and anchoring to the adjoining members,or mechanical coupling wnerever necessary, (laps. hooks, and wastage shall not be measured and paid) as per detailed designs, drawings and schedules, including preparing bar bending schedule, cost of all material, labour, HOM of machinery etc., complete as per standard specification and as directed by Engineer In Charge. |
| 56 | Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates/MS Pipes/MS supports in columns, girders, beams, supports, bracings, gussets, joists, staircase, pipe hand rail for stairs, platforms, walkways, ladder, pits, connections, bolts, washers, plates, brackets etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of boxsections withcontinuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection,Loading, unpacking and assorting at storage area, Transportation to fabrication shop and/or working area including complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR\"S SCOPE. |
| 57 | Providing & laying in position approved quality, colour and shade, precoated corrugated galvalume sheet for roofing, side cladding, louvers etc., with overall thickness of 0.5mm including 175 gm/m2, primer coat 5 microns minimum, top coat to exposed surface 20 microns minimum, back coat to bottom unexposed surface 20 microns minimum, back coat to bottom unexposed surface 7 microns minimum, having a profile of 30mm and a pitch of 190mm to 255mm, making opening for piping, duct etc. fixing the special fixtures, such as ridge covers, gable covers etc., with special fasteners etc., including providing and installing flashing as per drawing, approved manufacturer\"s specification and as directed by Engineer In Charge. |
| 58 | Providing and fixing M.S. tube 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 primercomplete as per standard specification and as directed by Engineer In Charge. |
| 59 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level, Cement mortar 1:6 (1 cement : 6 coarse sand) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 60 | Random rubble masonry with hard stone in superstructure above plinth level including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. in Cement mortar 1:6 (1 cement : 6 coarse sand) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 61 | Providing and constructing laterite size stone masonry in CementMortar 1:6 for foundation including cost and conveyance of materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples.(Cement 45kgs/M3) (cost of scaffolding work for masonry included) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 62 | Providing and constructing laterite size stone masonry in CementMortar 1:6 for superstructure including cost and conveyance of materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples.(Cement 45kgs/M3) (cost of scaffolding work for masonry included) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 63 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturerin foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 64 | Providing and laying factory made Precast concrete solid blocks of 200mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level in Cement mortar1:6 (1 cement : 6 coarse sand)ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 65 | Stone piching works for slope protection including preparing the surface, watering and scaffolding, curing etc.complete as per standard specifications and diretction of engineer incharge.. ALL MATERIALS INCLUDING STONE, CEMENT SUPPLIED BY THE CONTRACTOR. |
| 66 | Providing18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) ,and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge andfor including preparing the surface, watering and scaffolding, curing etc.complete as per standard specifications and diretction of engineer incharge.. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. |
| 67 | Providing 12mm thick cement plaster in single coat (1:3) with water proof compound as per manufacturers recommendationincluding rounding off corners wherever requirred smooth rendering, including providing and removing scaffolding including cost of materials, labour, curing complete as per specifications and diretction of engineer incharge. |
| 68 | Supplying & aplying one coat of water thinnable cement primer @ 2.20kg/10 sqm of approved brand and manufacture on wall surface complete as per standard specifications and diretction of engineer incharge. |
| 69 | Supplying & aplying one coat of wall painting with plastic emulsion paint on new work of approved brand and manufacture over one coat of priming coat to give an even shade complete as per standard specifications and diretction of engineer incharge. |
| 70 | Supplying & aplying one coat of wall painting with plastic emulsion paint on old work of approved brand and manufacture over one coat of priming coat to give an even shade complete as per standard specifications and diretction of engineer incharge. |
| 71 | Supplying and applying Acrylic Smooth exterior paint of required shade on new work (one coat applied @ 1.67 ltr/10 sqm over and excluding priming coat of exterior primer applied as per standard specifications and diretction of engineer incharge. |
| 72 | Supplying and applying Acrylic Smooth exterior paint of required shade on old work (one coat applied @ 1.67 ltr/10 sqm over and excluding priming coat of exterior primer applied as per standard specifications and diretction of engineer incharge. |
| 73 | Supplying and applying first priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel works as per standard specifications and diretction of engineer incharge. |
| 74 | Supplying and applying second priming coat With ready mixed red oxide zinc chromate primer with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel workas per standard specifications and diretction of engineer incharge. |
| 75 | Painting one coat with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade new work over and excluding a coat of approved steel primer as per standard specifications and diretction of engineer incharge. |
| 76 | Painting one coat with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade OLD Work over and excluding a coat of approved steel primer as per standard specifications and diretction of engineer incharge. |
| 77 | Coal tarring two coats on new work (using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively) as per standard specifications and diretction of engineer incharge. |
| 78 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour in flooring on a bed of 10 mm thick acid and/or alkali resisting mortar 1:4 (1 acid proof cement : 4 coarse sand) and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per standard specifications and direction of engineer in charge. |
| 79 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour in dado/skirting on a bed of 10 mm thick acid and/or alkali resisting mortar 1:4 (1 acid proof cement : 4 coarse sand) and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 80 | Arrangement of levelling instrument with tripod stand, levelling staff at site for surveying, level recording & marking etc… including necessary tools, tackles, labors, surveyor, complete as directed by EIC |
| 81 | Supply and installation of Mechanical anchor fasteners of diameters specified below for supporting structural steel members with existing reinforced concrete floor beam/pedestal, including machinery, labour etc complete as per standard specifications and direction of engineer in charge. |
| 82 | Diameter 12mm, length 182mm |
| 83 | Diameter 16mm, length 182mm |
| 84 | Diameter 16mm, length 252mm |
| 85 | Diameter 20mm, length 240mm |
| 86 | Diameter 20mm, length 300mm |
| 87 | Diameter 24mm, length 290mm |
| 88 | Supply and installation of chemical anchor fasteners of diameters specified below for supporting structural steel members with existing reinforced concrete floor beam/pedestal, including machinery, labour etc complete as per standard specifications and direction of engineer in charge. |
| 89 | The Total value of Schedule1 |
| 90 | The Total value of Schedule1 |
| 91 | The Total value of Schedule1 |
| 92 | The Total value of Schedule1 |
| 93 | The Total value of Schedule1 |
| 94 | Removal and fixing of a steel section Metal Beam crash barrier at the edges of road, approaches to structure, including removal of vertical post, earth work excavation, breaking of concrete, shifting and stacking of material at designated location and restoring the same, with base concrete for vertical post, levelling of surface area as perdesign, drawings and specifications and as directed by Engineer-In-Charge. |
| 95 | Supply and fixing of TMT rebar by anchoring of diameter upto 16mm, length 600mm including drilling suitable holes in reinforced or plain cement concrete, to a minimum depth of 100mm upto 200mm to introduce steel rebars using fosroc lokfix or epoxy resin anchor grout of approved make for supporting new strucure with existing reinforcedconcrete structure including machinary, labour, material …etc complete but excluding the cost of reinforcement as per standard specifications and direction of engineer in charge. |
| 96 | Providing & Grouting with M-60 grade stirrer mixed cementitious grout (non shrink) of approved make by suitable means (Free flowing/ pump),shuttering, curing etc. Complete as per directions of Engineer-incharge. |
| 97 | Driliing holes and fixing hoses and pressure grouting the cement slurry added with CEBEX 100 as per the specification of FOSROC CHEMICALS (INDIA) LIMITED, including manpower, tools & tackles, machinary, labour etc.complete as per standard specifications and direction of engineer in charge. |
