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| 1 | Providing and laying of drain cover (1.0mx0.5mx0.1m and frame(1.0mx1.0mx0.15) at the slab opening portions of drain, finish level of drain cover should be uniformly match with frame thickness, including the cost of concreting, shuttering, reinforcement, frame and transporting and to the satisfaction of Engineer in charge. |
| 2 | Fencing With Welded Steel Wire Fabric 75 mmx50mm. |
| 3 | providing, suppling, of 150 mm (6-inch) diameter PVC flexible discharge pipe having minimum burst pressure of 31.5 kg/cm², including all necessary fittings and accessories such as couplings, clamps, bends, etc., complete in all respects as required and as per directions of Engineer-in-Charge. |
| 4 | Providing and fixing precast RCC grating of overall size 700 × 350 × 75 mm, made of M-30 grade concrete, having 40 mm wide and 210 mm high longitudinal openings at 70 mm centre-to-centre spacing, in roadside drain wall, including cost of reinforcement, precasting, moulding, curing, loading, unloading, carriage to site, fixing in cement mortar, labour, TandP, and all other incidental charges complete in all respects. |
| 5 | Providing and fixing of non woven Geotextile having thickness of 400 gsm, having minimun tear Strength of 250 ASTM D4533, width wise at least215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Break % of 57 plus as per ASTM D 4595 in Two layers, made out of long fibers to hold the modules including cutting ,sizing ,heat welding, and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of engineer-in-charge Formula : 2X (2(LxB) plus 2(BxH) plus 2(HxL)) Layers plus 25% |
| 6 | FRP (Fiber Reinforced Plastic) Rain filters - Providing and fixing of GRIHA approved FRP Rain Filters with extensions as required desilting suspended solid catcher made out of FRP and strainers including bucket of SS 304 grade with long fiber foam size around 500mm dia, filtration capacity 60 kiloliters per hour with porosity of 500 microns filter complete in accordance to the desgin , drawing and specification complete as per entire satisfaction of Engineer-in-Charge. Size of FIlter 780 mm Dia, 1000 mm height |
| 7 | Providing and Fixing of Co-polymer based rainwater harvesting structure including supply of minimum void ratio of 94.7% having a weight of 1.3 kg and the same in as directed by the engineer -in-charge and in complete accordance to the design, drawings as per entire satisfaction of Engineer -in-charge |
| 8 | Supplying and fixing of 200 mm UPVC Pipe 210 mm O/D conforming toI.S 4985-81 Dated-12/12/2013,I.S marked having 6 KG per centimeter square Pressure i.e. excavation, refilling for providing proper loop from catch pit to filter /filter to rainwater structure as per entire satisfaction of Engineer in charge. (For Water Collection to Chamber) |
| 9 | Tree Plants - Butea monosperma - Palash, Acacia leucophloea - Ronjh, Saraca asoca - Sita Ashok, Callistemon citrinus - Bottle brush, Bauhinia variegata - Kachnar (Yellow), Bombax ceiba - Semal, Tabebuia (Pink, Yellow), Cassia fistula - Amaltash, Tecoma (White pink), Diospyros montana - Bistendu, Lannea coromandelica - Indian Ash Tree, Terminalia, Thespesia populnea - Paras Peepal, Senna siamea - Cassia Shyama, Phoenix sylvestris - Khajur Palm, Bauhinia variegata - Kachnar (Blue) |
| 10 | [11.21]12 mm cement plaster 1:2 (1 cement : 2 stone dust). [Through Rate] |
| 11 | [11.69.2]Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 2. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre [Through Rate] |
| 12 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 13 | [15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate] |
| 14 | [15.1.2.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m [Through Rate] |
| 15 | [15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 [Through Rate] |
| 16 | [17.10.1]Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. [Through Rate] |
| 17 | [17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate] |
| 18 | [17.2.3]Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORTandH specifications. 3. In area of light jungle (By Mechanical Means) [Through Rate] |
| 19 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] |
| 20 | [17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate] |
| 21 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] |
| 22 | [17.30.1]Dense Graded Bituminous Macadam with Batch Type HMP 1. Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications [Through Rate] |
| 23 | [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] |
| 24 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] |
| 25 | [17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate] |
| 26 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] |
| 27 | [17.7]Construction of Embankment with Material Deposited from Roadway Cutting or Excavation Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications (Use Excavated Earth) [Through Rate] |
| 28 | [20.91]Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate] |
| 29 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 30 | [21.95.4]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 4. 500 mm [Through Rate] |
| 31 | [26.13.2]Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 2. Hole 0.90 metre dia and 0.90 metre deep [Through Rate] |
| 32 | [26.13.4]Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 4. Hole 0.60 metre dia and 0.60 metre deep [Through Rate] |
| 33 | [26.14]`Supplying and planting in prepared pits and watering, healthy , vigorous growing , permanent trees including ,application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem , full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bags,` [Through Rate] |
| 34 | [26.15.1]Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, 1. Maintenance of tree for one year for the 1st three years of age including weeding, hoeing , plant protection , watering from Deptt. source , application of 10 ml chlorpyriphos four times, 0.0289 cum FYM each,50 gm urea and 50 g DAP twice ,replacement of casualty ,disposal of debris and other activities.etc. [Through Rate] |
| 35 | [26.15.2]Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, 2. Maintenance of tree for one year for the age of tree of 4th, 5th and next years including weeding, hoeing, plant protection, the watering from Deptt. source, application of 10 ml chlorpyriphos four times, 0.0289 cum FYM each, 50 gm urea and 50 g DAP twice, replacement of casualty etc. [Through Rate] |
| 36 | [26.16]Pruning, trimming, shaping of mature trees /shrubs (ht 15 feet and above) including removal and disposal of cut materials up to 50m lead. [Through Rate] |
| 37 | [26.18]Supply and planting of disease free healthy , vigorous growing more than 75 cm height permanent shrubs in already prepared pits, supplied in 25 cm x 20 cm poly bags , application of 10 ml chlorpyriphos 20% E.C. termiticide each and watering supplied through the tractor tanker. [Through Rate] |
| 38 | [26.19.2]Maintenance of shrub for one year including weeding, hoeing, plant protection, watering from Deptt. source, application of 10 ml chlorpyriphos four times in a year , 0.0289cum FYM each, 20 gm urea and 20 gm DAP twice, replacement of casualty etc. with same species and same age of plant 2. Shrubs planted in groups making continuous block. [Through Rate] |
| 39 | [26.2]Supplying and stacking of good quality top layer garden earth free from debris and weeds, at site including royalty and carriage/lead 5 km (good earth measured in stacks will be reduced by 20 % for payment) only for filling of pots and flower beds . 0.00 0.00 0.00 [Through Rate] |
| 40 | [26.343]Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Poly bags and as per direction of the officer-in-charge. [Through Rate] |
| 41 | [26.7]Grassing of play grounds with doob grass including uprooting rank vegetation and weeds by digging area to a depth of 30 cm , removing all weeds and other growth with roots by forking repeatedly, ploughing and dragging with ‘swagha’ breaking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 10 cm apart in both directions , watering weeding including supplying and spreading of farm-yard manure at the rate of 0.18 cum per 100 sqm fertilizers DAP 50 g per sqm etc and maintenance till weed free turf is formed [Through Rate] |
| 42 | [26.8]Maintenance of grassy grounds including fertilizer application of 50 g DAP and 50 g Urea, watering, weeding, top dressing with good earth and manure mixture @ 0.0125 cum, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads. [Through Rate] |
| 43 | [32.38]Coloured and textured imprinted cast in place concrete flooring applying finishing of the top surface by sprinkling of colour hardener @ 2.5 Kg per sqm comply with ASTM C 979, floating and levelling the surface, application of release agent, imprint the design in concrete with imprinting tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for complete finishing. Work included by providing and laying 75mm thick M-30 grade concrete and mixing of Chopped Glass Fibre as per ASTM C 1666/C 1666 M-07 Type II, Filament diameter (ASTM D 578) 14 micron, Filament length 12mm (1/2”), Specific gravity (ASTM D 3800) 2.68 g/cm3, Tensile Strength 1700 Mpa, dosage 600 g/m3 or 85 gms/50 kgs of cement bag, well compaction for necessary finish of top surface, side supports, levelling, pumping, curing compound etc., complete treatment of construction joints by groove cutting of 4mmx 20mm panel size approx 3x3mtr and filling the same with baker road and providing PU joint sealer etc. and as per directions of Engineer-in-charge. [Through Rate] |
| 44 | [33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate] |
| 45 | [33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [Through Rate] |
| 46 | [33.15]Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. [Through Rate] |
| 47 | [33.19]Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. [Through Rate] |
| 48 | [33.5]Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. [Through Rate] |
| 49 | [33.6.1.1]Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil 300 mm dia [Through Rate] |
| 50 | [33.8.2]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 2. 150 mm nominal size dia [Through Rate] |
| 51 | [33.9.2]Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 2. 150 mm nominal size dia [Through Rate] |
| 52 | [34.15.1]Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 53 | [34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 54 | [34.2.2]Cast in Situ Cement Concrete M 20 Kerb with ChannelConstruction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 2. Using Concrete Batching and Mixing Plant [Through Rate] |
| 55 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] |
| 56 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 57 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 58 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 59 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 60 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] |
| 61 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 62 | [6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate] |
| 63 | [6.42.A]Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. A. Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providingM.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. [Rate] |
| 64 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
