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| 1 | CIVIL WORK |
| 2 | EARTHWORK Note: Adequate precautions for carrying out deep excavation work has to be taken by the Contractor. |
| 3 | Earthwork in excavation in all types of soil, moorum (hard, compacted or soft), broken rock, boulders, quartz etc and fill materials or any other debris etc. at depths as specified below in foundations of structures and equipment, pipe trenches, tunnels, sewerlines, drains, basement, cellars, pits etc to required levels and grades and dressing complete in all respect as per the specifications and directions of the Engineer/ Consultant in both dry and wet conditions including necessary shoring, pumping/ bailing out of water, slush removal etc and transporting the excavated materials to spoil dumps/fill areas/excavated pits within a lead of 3 km at all heights and descents including dozing, levelling at the site of filling all as directed by the Engineer/Consultant, all tools, plant and labour complete in all respect (authorised working space, benching and side slopes for the excavation will be measured and paid under this item.(Note for item A-1(a) This item will be operated upon that category of strata which can be excavated with reasonable application of hydraulic excavators like EX200 equivalent). |
| 4 | i) upto 3 m depth below finished ground level |
| 5 | ii) exceeding 3 m depth upto 6 m depth below finished ground level |
| 6 | Same as in item A-l(a) but for excavation done with the help of excavator provided with hydraulically operated rock breaker attachment or equivalent or for excavation done by any other mechanical means as approved by the Engineer/ Consultant, all tools, plant and labour complete in all respect: |
| 7 | i) exceeding 3 m depth upto 6 m depth below finished ground level |
| 8 | Same as item A-1(a), but for excavation done manually as approved by the Engineer/Consultant, with all tools, plant and labour complete in all respect: |
| 9 | i) upto 2 m depth below finished ground level |
| 10 | Same as item A- 1(a), but for excavation done manually with the help of pneumatically operated chiesel/breaker viz. Paving breaker, jack hammer or any other approved means as per the direction of Engineer/Consultant, all tools, plant and labour complete in all respect: |
| 11 | i) upto 3 m depth below finished ground level |
| 12 | Note for item A-l(a) and A-1(b)For the purpose of payment for earthwork in excavation, the unit rate for the corresponding item of work will be operable for the volume of earthwork carried out between the specified levels as per below : |
| 13 | a) item A-1 (a) i, (b) i to be measured upto 3.0m depth below finished ground level |
| 14 | b) item A-1 (a) ii 8s (b) ii to be measured separately between 3.0m to 6.0m depth below finished ground level |
| 15 | c) item A-1 (a) iii 8s (b) iii to be measured separately between 6.0m to 9.0m depth below finished ground level |
| 16 | d) item A-1 (a) iv & (b) iv to be measured separately between 9.0m to 12.0m depth below finished ground level |
| 17 | e) item A-1 (a) v & (b) v to be measured separately beyond 12.0 m depth below finished ground level |
| 18 | Note for item A- 1(a), (b), (c) and (d) |
| 19 | 1. Prior to the commencement of work the contractor must furnish excavation plan for approval of the Consultant. Excavation will be measured and paid as per the approved excavation plan or as per actuals whichever is less |
| 20 | 2. The contractor may be asked to excavate and transport the earth directly for mass backfilling in other areas within a lead of 1 km In such cases, no extra payment for backfilling shall be made. However, if the lead exceeds 1 km then extra payment for transporting the earth shall be made as per item No. A-7. |
| 21 | 3. Contractor has to take prior approval from Engineer/ Consultant for excavation using hydraulic excavator/rock breaker attachment/any other mechanical means identifying the strata and approximate quantity of work involved. |
| 22 | Backfilling in all positions and heights and descents in foundations, pits, pipe trenches, tunnels, sewer lines, around foundations and structures, in plinth etc with approved excavated material obtained within a lead of 3 km including reclaiming from spoil heaps at all heights, or reclaiming from dump at all depths, transporting, depositing and dressing complete in all respect all as per drawings, specifications and directions of the Engineer / Consultant, all tools, plant and labour complete in all respect: |
| 23 | a) mass backfilling including dozing, levelling and dressing complete in all respect as directed by the Engineer/ Consultant |
| 24 | b) backfilling in layers not exceeding 250 mm thickness including dozing, levelling, dressing and compacting complete in all respects as directed by the Engineer/ Consultant |
| 25 | c) plinth filling in layers of 150 mm thickness where special compaction is required including watering and consolidating by mechanical means as per specification and directions of the Engineer/ Consultant |
| 26 | Same as item No. A3 but with granualted blast furnace slag (GBFS) obtained within 3 KM inside the plant boundary: |
| 27 | a) mass backfilling including dozing, levelling and dressing complete in all respect as directed by the Engineer/ Consultant |
| 28 | b) backfilling in layers not exceeding 250 mm thickness including dozing, levelling, dressing and compacting complete in all respects as directed by the Engineer/Consultant |
| 29 | c) plinth filling in layers of 150 mm thickness where special compaction is required including watering and consolidating by mechanical means as per specification and directions of the Engineer/ Consultant |
| 30 | Dozing, dressing and levelling of earth/ plant debris/ slag dumped on ground or in excavated pit/ areas of fill as per directions of the Engineer/Consultant, all tools, plant and labour complete in all respect |
| 31 | Extra over item No. A-l(a), A-l(b), A-l(c), A-1(d) and A-2 for disposal of excavated material A.A. Within Employer Works |
| 32 | a) for a lead beyond 1 km but not exceeding 2 km |
| 33 | b) for a lead beyond 2 km but not exceeding 3 km |
| 34 | B. Outside Employer Works |
| 35 | a) for a lead upto 10 km. |
| 36 | Extra over item No. A-3 for lead distance only A. Within Employer Works |
| 37 | a) for a lead beyond 1 km but not exceeding 2 km |
| 38 | b) for a lead beyond 2 km but not exceeding 3 km |
| 39 | B. Outside Employer Works |
| 40 | a) for a lead upto 10 km. |
| 41 | Note for item A-6 and A-7Lead shall be measured on actual route of haulage. However, the route shall be approved by the Engineer/Consultant prior to commencement of work. |
| 42 | Supplying, filling, watering and compacting coarse sand in foundations, pipe trenches, pits, sewerlines, drainage lines, plinth, underneath flooring and in soaking pits etc all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 43 | Micro levelling, dressing, watering and compacting of ground surrounding the buildings and paved areas, wherever necessary in all kinds of soils to the required finished ground level and profile including all leads and lifts and disposal of surplus earth or obtaining earth required for filling within initial lead of 1 km, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 44 | Stripping the existing ground for a depth of 150 mm in all kinds of soil/slag and fill materials except only the hard rock requiring blasting and disposing the excavated materials at a distance upto 3 km within plant boundary including dressing to level as directed by the Engineer/Consultant with all lifts complete in all respect |
| 45 | TOTAL OP EARTHWORK |
| 46 | PLAIN & REINFORCED CEMENT CONCRETE 1. Suffix A, B, C and D to the grade of concrete indicate the use of size of the graded coarse stone aggregates as per IS:383 (latest edition) in concrete as follows: Note: A-75 mm and down graded stone aggregate B-40 mm and down graded stone aggregate C-20 mm and down graded stone aggregate D-10 mm and down graded stone aggregate 2. In case of supply of concrete, civil contractor shall use batching plants, transit mixers and concrete pumps with boom placer equipment (if required) etc for all major concreting works and the rate shall include the provision for the same.3. All reinforced concrete shall be done using super-plasticiser as per manufacturer's instruction and as directed by Engineer/ Consultant.4. All concreting work except flyash concrete shall be done with portland slag cement conforming to IS:455. For flyash concrete 43/53 grade OPC cement shall be used. |
| 47 | Supplying, laying and compacting plain cement concrete of nominal mix M7.5 by volume as defined by IS:456 (latest edition) and use aggregates as per IS:383 (latest edition) in all mudmats/levelling courses including filling of loose pockets etc under foundations, pipelines, tunnels, floors, drains etc at all depths below finished ground level as per drawings, specifications and directions of the Engineer/ Consultant, including curing but excluding the cost of shuttering, all materials, tools, plant and labour complete in all respect in all respect: |
| 48 | a) with 40 mm down graded coarse stone aggregates |
| 49 | Supplying, laying and compacting plain cement concrete of following grades as defined by IS:456 (latest edition) and use aggregates as perIS:383 (latest edition), in all foundations, bed blocks, manholes, chambers, scale flumes, tunnels, trenches, floors, roofs, pavements, screedings, encasing etc at and at all heights and depths above and below finished ground level to required levels, slopes etc including curing but excluding the cost of shuttering, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect in all respect: |
| 50 | a) for M10 B grade concrete |
| 51 | b) for M10 C grade concrete |
| 52 | c) for M10 D grade concrete |
| 53 | d) for M15 B grade concrete |
| 54 | e) for M15 C grade concrete |
| 55 | Supplying, laying and compacting reinforced cement concrete of following grades as defined by IS:456 (latest edition) and use aggregates as per IS:383 (latest edition), in all foundations and super structures, in walls, slab, columns, beams, lintels, chajjas, facia, mullion, floor/roof slabs, stair, footings, basements, cellars, tunnels, trenches, drains, encasing of structural steel members / pipelines, etc including curing but excluding cost of shuttering and steel reinforcement, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect in all respect:a) At and at all depths below finished ground level |
| 56 | i) for M25 C grade concrete |
| 57 | b) At all heights above finished ground level |
| 58 | i) for M25 C grade concrete |
| 59 | Supplying and placing damp-proof course 40 mm thick with concrete of M20 grade as defined by IS:456 (latest edition) with 6mm and down graded stone aggregates including applying of two coats of hot bitumen as per IS:3384 when the concrete has partially set @1.7 kg per sqm and spreading of sand as per IS:383 over the bitumen, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect in all respect |
| 60 | Supplying, manufacturing, erecting and fixing in position at and at all heights and depths above and below finished ground level different types of precast R.C. units of concrete grade M-25 as defined by IS:456 (latest edition) with 20 mm and down graded stone aggregates as per IS:383 (latest edition), including shuttering and curing but excluding steel reinforcement, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect in all respect |
| 61 | a) for units weighing upto 0.5 ton |
| 62 | b] for units weighing above 0.5 ton and upto 1.5 ton |
| 63 | Supplying & providing vacuum dewatered flooring by TREMIX or approved equivalent system with reinforced cement concrete of grade M25 as defined by IS:456 with 20 mm down graded stone aggregates in panels of approved sizes including providing side-shuttering for panels with M.S. channels, vibrating the concrete with immersion and surface vibrators and dewatering by filter mat and suction pump of approved make, finishing the top surface by floating and trowelling to required level and grade using skim floater fitted with a floating disc and/or trowelling blades of approved make, covering the finished concrete surface with approved polythene sheets, including plasticizer compound and curing, all as per drawings, manufacturer's specifications and directions of the Engineer, all materials, tools, plant and labour complete (Reinforcement, in the floor concrete, will be measured and paid separately under item C-l; depth of vacuum dewatering flooring will be maximum 400 mm)TOTAL OF PLAIN & REINFORCED CEMENT CONCRETE |
| 64 | STEEL REINFORCEMENT1. Reinforcement bars in item C-l will be measured in lengths in position to be laid as specified in drawings and will include bends, hooks, cranks and authorised laps, chairs, separators and dowels as per IS. Weights shall be calculated in ton based on standard weights as per Indian Standards and/or as per Annexure-1 of Special Conditions of Contract for civil work including rolling margin. 2. The curtting and bending of steel reinforocement shall be done by reinforcement cutting & bending machine and the rate shall include the provision of same. |
| 65 | Supplying, fabricating including unloading, straightening, decoiling, cutting, bending, cranking, bending, tack welding as necessary, placing and fixing in position steel reinforcement including angles/pins provided for the approved welded joints, at all levels above and below finished ground level for reinforced cement concrete and precast reinforced cement concrete works including supplying approved 20 SWG annealed black binding wire, cover blocks etc all as per drawings, specifications and directions of the Engineer/Consultant all materials, tools, plant and labour complete in all respect: a) with high strength deformed bars of yield strength 500 N/mm2 / 550 N/mm2 of all diameters conforming to chemical composition and grades as defined in latest publication IS: 1786TOTAL OF STEEL REINFORCEMENT |
| 66 | INSERTS, EMBBD1IENTS AND OTHER STEELWORKS All nuts and washers shal be supplied by the Contractor and steel used for this purpose will not be provided by the Employer. |
| 67 | Supplying, unloading, fabricating, erecting and fixing in position at and at all heights and depths above and below finished ground level, M.S. anchor box, permanent steel pockets (with or without anchor pin) for anchor bolt (straight or tapered) for embedding permanently in concrete or masonry work, true to line, level and plumb including all connected works and adjustments in shuttering and reinforcement, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 68 | Supplying, fabricating, erecting and fixing in position at and at all heights and depths above and below finished ground level M.S. foundation/ anchor bolts, plates for anchor box with/without sleeves forT-headed bolts, permanent steel shuttering (with or without anchor pin) for anchor bolt pockets (straight or tapered) with all nuts and washers for embedding in permanent concrete or masonry work, true to line, level and plumb including all connected works and adjustments in shuttering and reinforcement, all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 69 | Taking delivery from Employer's stores/stockyard or directly from trucks at site, fabricated steel materials received from Equipment Supplier, loading, transporting, unloading, erecting and fixing in position at and at all heights and depths above and below finished ground level M.S. foundation/anchor bolts, anchor box with/without sleeeve for T head bolts etc for embedding in permanent concrete or masonry work, true to line, level and plumb including all connected works and adjustments in shuttering and reinforcement, all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 70 | Supplying, unloading, structural steel materials, fabricating, erecting and fixing in position at and at all heights and depths above and below finished ground level, M.S. inserts, curb angles, channels, joists and other rolled sections, rungs, ladders and ducts etc for embedding in permanent concrete or masonry work, true to line, level and plumb including all connected works and adjustments in shuttering and reinforcement all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 71 | Supplying, fabricating, erecting and fixing in position at and at all heights and depths above and below finished ground level M.S. inserts, curb angles, channels, joists and other rolled sections, M.S. and G.S pipes, pipe sleeves with or without puddle flanges, M.S. rungs, tubular handrailings and M.S. fabricated ducts etc for embedding in permanent concrete or masonry work, true to line, level and plumb including all connected works and adjustments in shuttering and reinforcement all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect a) M.S. plates/flat inserts, angles, channels etc. with lugs, rungs, fabricated ducts etc. |
| 72 | b) G.S.Pipe/Pipe sleeves/conduits of various diameter (IS: 1239) with or without puddle flange |
| 73 | c) M.S. tube for tubular handrailing of various diameter (18:1161), M.S. Pipe/Pipe sleeved/conduits with or without puddle flange |
| 74 | Supplying rails and accessories like M.S.flsh plate,fish bolts, U-bolts, M.S. bearing plate, M.S. cleat, butts and fixing rails on reinforced concrete base for transfer car all as per drawing and other permanent way materials required for complete in all respect fixing of rail including making holes in rails, laying, lining, bringing the track to correct line and level, gauging, aligning etc. as per drawings, specifica- tions and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 75 | Supplying, fabricating, erecting and fixing in position at all heights and depths above and below finished ground level structural steelwork in M.S. ladders, stairs, platforms, brackets, runners, stringers, posts, stiffeners, monorails, structural beams, handrailings, frames in openings etc including supplying and applying painting with two coats of synthetic enamel paint of make, colour and shade as approved by the Engineer/ Consultant over one coat of primer conforming to IS:2074 alias per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 76 | Supplying, fabricating, erecting and fixing in position at all heights and depths above and below finished ground level M.S. plate covers, M.S gratings with structural steel work for support & stiffeners in floors, trenches, hatch, manholes etc, including supplying and applying painting with two coats of approved black bituminous paint over one coat of primer conforming to IS:2074 all as per drawings, specifications and directions of the Engineer/Consultant, all materials and labour complete in all respectTOTAL OF INSERTS, EMBEDMENTS AND OTHER STEELWORK |
| 77 | SHUTTERING |
| 78 | Providing and fixing shuttering (formwork) in position with necessary centerings, bracings, proppings etc and striking, removing and clearing the same after the specified periods for all types of shuttering for all plain and reinforced cement concrete works including all chamfers, splays, fillets, keys, wedges, props, nails, bracings, brackets, cutting holes for passing embedments etc and applying waste oil on shuttering surfaces in contact with concrete all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect: a) Straight shuttering |
| 79 | i) at and at all depths below finished ground level |
| 80 | ii) at all heights above finished ground level |
| 81 | b) Curved shuttering in single radius |
| 82 | i) at and at all depths below finished ground level |
| 83 | ii) at all heights above finished ground level |
| 84 | Providing and fixing in position shuttering for core holes and pockets for building column and equipment foundation bolts etc including all temporary formwork, applying one coat of waste oil on shuttering surfaces in contact with concrete and striking, removing and clearing shuttering after the specified period, cleaning and protecting the core holes and pockets, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 85 | TOTAL OF SHUTTERING WORK |
| 86 | MASONRY WORK Supplying, constructing one or more brick thick burnt clay |
| 87 | brickwork using bricks of compressive strength not less than 50 kgf/sqcm as defined in IS: 1077 in cement sand mortar (1:6) in foundations, super structure, manholes, ducts, drains etc including fair cutting, waste, bonding, plumbing, lining, levelling, flushing, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 88 | a) at all depths below finished ground level |
| 89 | b} at all heights above finished ground level |
| 90 | Supplying and constructing half-brick thick burnt clay brickwork, using bricks of compressive strength not less than 50 kgf/sq cm as defined in IS: 1077 in cement sand mortar (1:4) with continuous HB wire netting reinforcement at every fourth course at and at all heights and depths above and below finished ground level for partition walls and including fair cutting, waste, bonding, plumbing, lining, levelling, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 91 | Supplying and constructing 75 mm thick burnt clay brickwork in partition walls, parapets, fins etc at and at all heights and depths above and below finished ground level using bricks of compressive strength not less than 50 kgf/sqcm as defined in IS: 1077 in (1:4) cement sand mortar with continuous HB wire netting reinforcement at every third course, including fair cutting, waste, bonding, plumbing, lining, levelling, raking joints, scaffolding and curing as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 92 | Supplying, constructing one or more brick thick flyash brick work using bricks (Falg) as defined in IS: 12894 in cement sand mortar (1:6) in foundations, super structure, manholes, ducts, drains etc including fair cutting, waste, bonding, plumbing, lining, levelling, flushing, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 93 | a) at all depths below finished ground level |
| 94 | b) at all heights above finished ground level |
| 95 | Supplying and constructing half-brick thick flyash brick work using bricks (falg) as defined in IS: 12894 in cement sand mortar 1:4 with continuous HB wire netting reinforcement at every fourth course at and at all heights and depths above and below finished ground level for partition walls and including fair cutting, waste, bonding, plumbing, lining, levelling, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 96 | Supplying and constructing autoclaved aerated cement block masonry work with AAC blocks in cement sand mortar (1:6) in foundations, super structure, manholes, ducts, drains etc including fair cutting, waste, bonding, plumbing, lining, levelling, flushing, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 97 | a) at all depths below finished ground level |
| 98 | b) at all heights above finished ground level |
| 99 | Supplying and constructing 100 mm thick autoclaved aerated cement block masonry work with AAC blocks in cement sand mortar (1:4) with continuous HB wire netting reinforcement at every fourth course at and at all heights and depths above and below finished ground level for partition walls and including fair cutting, waste, bonding, plumbing, lining, levelling, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 100 | Supplying, constructing 200 mm or more thick hollow concrete block work using required grade concrete hollow block as denned in relevant IS codes in cement sand mortar in foundations, super structure, manholes, ducts, drains etc including fair cutting, waste, bonding, plumbing, lining, levelling, flushing, rakingjoints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer, all materials, tools, plant and labour complete |
| 101 | a) at and at all depths below finished ground level |
| 102 | b) at all heights above finished ground level |
| 103 | Supplying and constructing hollow concrete block work of 100 mm thickness, with cement sand mortar (1:4) with continuous HB wire netting reinforcement at every fourth course at and at all heights and depths above and below finished ground for partition walls and including fair cutting, waste, bonding, plumbing, lining, levelling, raking joints, scaffolding and curing, all as per drawings, specifications and directions of the Engineer, all materials, tools, plant and labour complete. |
| 104 | TOTAL OF MASONRY WORK |
| 105 | PLASTER fr FINISHING ITEMS |
| 106 | Supplying and laying plaster with (1:4) thick cement sand mortar at and at all heights and depths above or below finished ground level to ceilings, beams, staircases lintel soffits, chajjas, projections, narrow bands and widths etc including chipping of concrete surfaces, raking joints, scaffolding, cleaning and curing all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect : a) 6 mm thick |
| 107 | Supplying and laying plaster with (1:4) cement sand mortar at and at all heights and depths above and below finished ground level to faces of walls, pillars, columns, posts, lintel sides, drains, jambs, column projections, narrow bands and widths etc including chipping and hacking of concrete surfaces, raking joints, scaffolding, cleaning and curing, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect: a) 15 mm thick (in one operation) |
| 108 | b) 20 mm thick (in two operations) |
| 109 | Making vertical and horizontal grooves in cement plaster at and at all heights above finished ground level, finished neatly in line and level with sharp and square edges including scaffolding, curing etc, all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect: |
| 110 | a) 10 mm X 10 mm |
| 111 | b) 25mmX10mm |
| 112 | Supplying drip course 30 mm wide and 15 mm deep at chajjas, sills and other outside projections at all heights above finished ground level cement sand mortar (1:4), all materials, tools, plant and labour complete in all respect. |
| 113 | Supplying and applying three coats of white washing with white cement over the plastered surfaces/ concrete surface as per drawings and as specified at all heights and depths above and below finished ground level including scaffolding, all materials, tools, plant and labour complete in all respect |
| 114 | Supplying and applying two coats of colour washing with approved colour pigments over one coat of white wash with white cement as specified in approved shades at all heights and depths above and below finished ground level, as per drawings and specifications including scaffolding, all materials, tools, plants and labour complete in all respect |
| 115 | Supplying and applying two coats of exterior quality acrylic emulsion paint of approved make and shades over one coat of approved primer as per manufacturer's specification to exposed surface including thorough cleaning of all loose, dirt, fungi, algae and fill up minor cracks of surface with cement sand mortar (1:3) at all heights above finished ground level all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plants and labour complete in all respect |
| 116 | Supplying and laying two coats of exterior quality cement based paint of approved make and shades over one coat of approved primer as per manufacturer's specifications, to concrete/ plastered surfaces including thorough cleaning of all loose, dirt, fungi, algae and fill up minor cracks of surface with cement sand mortar (1:3} at all heights above finished ground level, all as per drawings, and/or manufacturer's specification and direction of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 117 | Supplying and applying two coats of approved interior quality acrylic emulsion paint of approved shade over a coat of approved primer as per manufacturer's specificarionat at all heights and depths above and below finished ground level as per the drawings, specifications, and directions of the Engineer/ Consultant including all materials, tools, plants and labour complete in all respect |
| 118 | Supplying and applying two coats of approved oil bound washable distemper of approved shade over a coat of primer as per manufacturer's specification to plastered surfaces at all heights and depths above and below finished ground level as per drawings, specifications and directions of the Engineer/Consultant, including scaffolding, all materials, tools, plants and labour complete in all respect |
| 119 | Supplying and applying two coats of approved synthetic enamel paint having VOC (volatile organic compound) content maximum 50 g/L, of appvd. make and shade over one coat of approved primer confirming to IS:2074 as specified at all heights and depths above and below finished ground level including rubbing, cleaning, putty filling etc and scaffolding, all materials, tools, plant & labour complete in all respect (measurement will be according to 15:1200) : |
| 120 | a) Steel doors |
| 121 | b) Steel windows & ventilators |
| 122 | c) Rolling shutters |
| 123 | e) Steel inserts |
| 124 | f| MS Guard Bars 8b grills |
| 125 | Supplying and applying Plaster of Paris on cement plastered surfaces at and at all heights and depths above and below finished ground level including scaffolding, all as per drawings, specifications and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 126 | Providing neat cement finish on green plastered surfaces of drains, walls, pits, manholes, sewers etc at and at all heights and depths above and below finished ground level, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 127 | Supplying and applying cement punning with white cement based putty of J.K.Wall Putty or approved equivalent on cement plastered surfaces at and at all heights and depths above and below finished ground level including scallolding, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect. |
| 128 | Supplying, fabricating & fixing in position at all heights above finished ground level exterior grade aluminium/stainless steel composite panel cladding of appvd. Colour, shade and make (panel thickness min 3mm with thermoplastic core and min 0.3 mm thick outer skins) complete with all necessary fittings 8s fixtures as necessary. Work shall include all materials, tools, plant & labour complete and shall be done as per manufacturer's specifications, drawings 8s as directed by engineers. |
| 129 | Supplying and fixing in position pre-colour coated modular lineal inter-locking metal cladding to Roof and External Wall Surfaces of approved colour, with invisible fastening arrangement. Modular panels shall be (TRAC* of Interarch Building Products Limited or approved equivalent) able to withstand max 50 deg C temperature exposure without material or colour deterioration. Modular Panels shall be maximum 5 m long, 150 mm wide, 17 mm deep made out of 0.5 mm rhk 50 microns epoxy polyester powder coated galvanized CRCA sheet, complete with carrier, corner profile, flashing and other fittings and fixtures as necessary. Work shall include material, labour and shall be carried out as per drawing and as directed by Engineer-in-Charge. TOTAL OP PL ASTER & FINISHING ITEMS |
| 130 | SOLING AND HARD CORK |
| 131 | Supplying, laying and packing stone boulder soling of finished thickness varying from 150 mm to 250 mm under floors/ plinth/ foundations etc hand and hammer packed with spalls and stone chips and blinding with crushed stones including watering, ramming, compacting and rolling with a 8-10 ton power roller or by any other approved mechanical means, all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 132 | Providing and filling moorum of approved quality in layers, each layer not exceeding 100 mm thick, including consolidating each layer by watering and ramming at any location all as per drawings, specifications and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 133 | Taking delivery granulated blast furnace slag and filling in layers not exceeding 300 mm thick below ground floor slab including consolidating each layer by watering, ramming and compacting with mechanical compactor, all as per drawings and directions of the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 134 | Supplying, laying 150-250 mm down stone boulder with interstices filled up with stone dust compacted in layers not exceeding 200 mm under foundations etc includingwatering, ramming, dynamically compacting and rolling with 80 - 100 kN vibro power roller/vibro rammer or by any other approved mechanical means, all as per drawing, specification and directions of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 135 | Providing, filling and spreading 40 mm down graded gravel mm thick over finished ground level at any location at any depth all as per drawings, specification and direction of the Engineer/ Consultant, all materials, tools, plant and labour complete in all respect |
| 136 | Supplying and laying 50 mm crushed stone blended with moorum in 3:1 proportion to correct grade, camber and cross-section as shown on drawings including watering, consolidating and rolling in layers of thickness not more than 150 mm with a 12 ton power roller as directed by the Engineer/Consultant, all materials, tools, plant and labour complete in all respect |
| 137 | TOTAL OF SOLIHO AND HARD CORE Please Enable Macros to View BoQ information |
| 138 | TOTAL OF SOLIHO AND HARD CORE Please Enable Macros to View BoQ information |
