Connection of surface drain...

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)

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 graded stone aggregate 40 mm nominal size)

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.

HSR Item 21.93.3-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. 3. Type:- Extra Heavy Duty Set (EHD-10) 560MM Clear Opening

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

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.

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 prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications HSR Rate(Rs.) 13.00 Through Rate Applied 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.

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) mixing in 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 roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material

[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]

HSR Item 21.95.5-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: 5. 600 mm

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 without impairing strength and durability as per direction of Engineerin- charge. 1. All works up to plinth level

HSR Item 6.1.1-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 IVlevel: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3graded stone aggregate 20 mm nominal size)

HSR Item 11.11.1-12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 finesand)

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 work site, laying with a hydrostatic paver finisher with sensor control 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 incidental to work.HSR Rate(Rs.) 6655.00 Through Rate Applied 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.

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&Hspecifications HSR Rate(Rs.) 16.00 Through Rate Applied 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.

HSR Item 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. HSR Rate(Rs.) 7749.00 Through Rate Applied 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.

HSR Item 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.

HSR Item 5.26-Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal ofdismantled materials up to a lead of 1 kilometre, stackingserviceable and unserviceable material separately includingcutting reinforcement bars.

HSR Item 17.3-Dismantling of flexible pavement by Mechanical Means Bituminous course

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.