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| 1 | HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 2 | HSR Item 6.1.3-Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 gradedstone aggregate 40 mm nominal size) |
| 3 | HSR Item 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. |
| 4 | HSR Item 21.93.3-Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 includingsetting 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 allrespects to the satisfaction to the Engineer-in-charge. 3. Type:- Extra Heavy Duty Set (EHD-10) 560MM Clear Opening |
| 5 | HSR Item 6.30.3-Centering and shuttering including strutting,propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 6 | HSR Item 6.36.1-Steel reinforcement for R.C.C. work ready touse `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 1.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | HSR Item 17.26.1-Tack Coat 1. Providing and applying tackcoat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the preparedbituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specificationsHSR Rate(Rs.) 13.00 Through RateApplied Note:3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route. |
| 8 | HSR Item 17.14.3-Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixingin a mechanical mix plant at OMC, carriage of mixed Materialto work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading IIImaterial |
| 9 | [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] |
| 10 | HSR Item 21.95.5-Providing lowering cutting jointing andtesting RCC pipe class NP3 as per IS-458-2003 with spigotand socketed joints manufactured with ISI marked sulphateresistance cement as per ISI 12330 with rubber rings ISImarked antiternmite as required at site in to trenches for alldepths and laying out the same to correct alignment gradientsand levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing withrubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sandmortar and finishing the joints at an angle of 45 degree withfaces of spigot of socket joints cutting and finishing the cutsurface to a uniform finish etc. as fully described in item No.21.38, item 21.44, item 21.45, and item 21.46 includingcartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 5. 600 mm |
| 11 | HSR Item 6.25.1-Providing and laying in position machinebatched and machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping ofconcrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixturesin recommended proportions as per IS: 9103 to accelerate,retard setting of concrete, improve workability withoutimpairing strength and durability as per direction of Engineerin-charge. 1. All works up to plinth level |
| 12 | HSR Item 6.1.1-Providing and laying in position cementconcrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IVlevel: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3graded stone aggregate 20 mm nominal size) |
| 13 | HSR Item 11.11.1-12 mm cement plaster finished with afloating coat of neat cement of mix : 1. 1:3 (1 cement: 3 finesand) |
| 14 | HSR Item 17.30.2-Dense Graded Bituminous Macadam withBatch Type HMP 2. Dense Graded Bituminous Macadam 50mm to 75 mm thickness (Grading II) Providing and laying50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75tonnes per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder VG 30 @ 4.5% byweight of total mix and filler, transporting the hot mix to worksite, laying with a hydrostatic paver finisher with sensorcontrol to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve thedesired compaction complete, as per technical clause No. 505of MORT&H specifications Note-If bitumen required is morethan 4.5% as per job mix formula, no extra payment will bepaid. Extra bitumen required will be considered as incidentalto work.HSR Rate(Rs.) 6655.00 Through RateApplied Note:3. The through rates of road items are based on the ratesof bitumen from Panipat Refinery as on 15.04.2021 andrates of aggregates at the quarry site. The through ratesfor each road work will be worked out based on the rateof the bitumen on that date and overall lead of quarrymaterials from ne arest quarry from shortest route. |
| 15 | HSR Item 17.26.2-Tack Coat 2. Providing and applying tackcoat with penetration grade bitumen VG - 10 using bitumenpressure distributor at the rate of 0.30 kg per sqm on theprepared bituminous/ granular surface cleaned withmechanical broom as per technical clause 503 of MORT&HspecificationsHSR Rate(Rs.) 16.00 Through RateApplied Note:3. The through rates of road items are based on the ratesof bitumen from Panipat Refinery as on 15.04.2021 andrates of aggregates at the quarry site. The through ratesfor each road work will be worked out based on the rateof the bitumen on that date and overall lead of quarrymaterials from nearest quarry from shortest route. |
| 16 | HSR Item 17.31.2-Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (gradingII) with 100-120 TPH batch type HMP Providing and laying30mm - 45 mm bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnesper hour using crushed aggregates of specified grading,premixed with bituminous binder VG - 30 @ 5.4% per cent ofmix and filler, transporting the hot mix to work site, laying witha hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desiredcompaction complete as per technical clause 507 of perMORTH specifications Note-If bitumen required is more than5.4% as per job mix formula, no extra payment will be paid.Extra bitumen required will be considered as incidental towork.HSR Rate(Rs.) 7749.00 Through RateApplied Note:3. The through rates of road items are based on the ratesof bitumen from Panipat Refinery as on 15.04.2021 andrates of aggregates at the quarry site. The through ratesfor each road work will be worked out based on the rateof the bitumen on that date and overall lead of quarrymaterials from nearest quarry from shortest route. |
| 17 | HSR Item 34.26-Road Marking with Hot AppliedThermoplastic Compound with Reflectorising Glass Beads onBituminous Surface Providing and laying of hot appliedthermoplastic compound 2.5 mm thick including Reflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusive of surface applied glass beads as per IRC:35 .Thefinished surface to be level, uniform and free from streaks andholes. |
| 18 | HSR Item 5.26-Demolishing R.C.C. work by mechanicalmeans and stockpiling at designated locations and disposal ofdismantled materials up to a lead of 1 kilometre, stackingserviceable and unserviceable material separately includingcutting reinforcement bars. |
| 19 | HSR Item 17.3-Dismantling of flexible pavement byMechanical Means Bituminous course |
| 20 | HSR Item 4.16.1.4-Excavating trenches of required width forpipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m,including getting out the excavated soil, and then returning thesoil as required, in layers not exceeding 20 cm in depth,including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil asdirected, within a lead of 50 m : 1.4. Pipes, cables etc,exceeding 600 mm dia but not exceeding 900 mm dia. Please Enable Macros to View BoQ information |
