|
| 1 | HSR Items |
| 2 | [11.11.1]12 mm cement plaster finished with a floatingcoat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand)[Through Rate] |
| 3 | [11.63]Distempering with dry distemper of approved brandand manufacture (two or more coats) of required shade onnew work, over and including water thinnable priming coatto give an even shade. [Through Rate] |
| 4 | [11.93.1]Finishing walls with water proofing cement paintof required shade : 1. New work (Two or more coatsapplied @ 3.84 kg/10 sqm) [Through Rate] |
| 5 | [13.30.1]Steel work in built up tubular (round, square orrectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing in position and applying a primingcoat of approved steel primer, including welding andbolted with special shaped washers etc. complete. 1. Hotfinished welded type tubes [Through Rate] |
| 6 | [17.14.1]Granular Sub-Base with Close Graded Material -(Table:- 400-1) Plant mix methodConstruction of granular sub-base by providing Material asper Grading III (Table 400-I of MORTandH 5th revision)mixing in a mechanical mix plant at OMC, carriage ofmixed Material to work site, spreading in uniform layerswith motor grader on prepared surface and compactingwith vibratory power roller to achieve the desired density,complete as per technical clause 401 of MORTandHspecifications 1. Grading I material [Through Rate] |
| 7 | [17.5.3]Compacting Original Ground 3. Compaction ofEarthworkCompaction of & preparation of sub grade includingloosening, levelling of earth 225 mm thick top layer, roughdressing of soil, final dressing of earth to give level,camber, watering, rolling with road roller, compacting thebed to achieve minimum dry density as given in the Table3000-2 as per technical clause 305 of MORT&Hspecifications [Through Rate] |
| 8 | [17.69.2]Interlocking Concrete Block Pavement 2.Providing and Laying 80 mm thick ISI markedInterlocking Paver Blocks conforming to IS15658:2006/IRC SP 63: 2004 of all shapes and colours indesign mix cement M 40 over the bed of 30 mm thick finesand complete in all respect. [Through Rate] |
| 9 | [3.1.18]By Mechanical Transport including loading,unloading and stacking 18. Disposal of moorum/buildingrubbish/ malba/ similar unserviceable, dismantled or wastematerial by mechanical transport including loading,transporting, unloading to approved municipal dumpingground for lead up to 10 km for all lifts, complete as perdirections of Engineer-in-charge. [Rate] |
| 10 | [34.10.1]Informatory sign board 600x600 rectangular asper IRC 67- 2012 with retro reflective Sheeting as perASTM D 4956 09 and as per IRC 67 2012 fixed over 3mm thick aluminium Composite material (ACM) sheetinghaving aluminium skin thickness of 0.4 to 0.5 mm on bothsided and fixing the same with suitable size aluminiumalloy rivets @ 200 mm c/c to back support frame of25x25x3mm angle iron supported on a square hollow steelsection post 60x60x3.2mm conforming to IS 4923 withoutcost of definition plate firmly fixed to ground infoundation concrete M-25 of size 0.45x0.45x0.75m forvertical post complete as per clause 801 of MORTandHspecifications. Supplier shall provide a warranty as perclause 6.9 of IRC 67-2012 for retro reflective sheeting anda certified copy of test reports from an independent testlaboratory including three year outdoor weathering testreport for sheeting tested in India condition conforming toclause 6.7 of IRC 67-2012 1. Using retro reflectiveSheeting Class C as per IRC 67 2012 [Through Rate] |
| 11 | [34.35]Flexible Median Marker Providing and Fixing ofFlexible Median Markers as per IRC 79:2019 which shallbe made of combination of tough, high impact resistantmolded thermoplastic body along with floroscent yellowcolour retro-reflective Class C sheeting with minimumexposed reflective area 285 square mm and with reboundproperty. The reflective sheeting should confirm to Class CYellow sheeting as per IRC 67-2012 . The flexiblemedian marker shall have overall height of minimum 180mm, width of minimum 120 mm, body thickness ofminimum 2.0 mm and shank depth of minimum 30mm.The retro-reflective sheeting shall be on both sides of theFlexible Median Marker and shall be edge protected withno exposed edges which will prevent edge lifting,vandalism, sheeting damage, etc. The edge of sheetingshould not come out easily by putting nails, sharp objectsetc. The logo of the manufacturer shall be embossed oneither side of the body. The product design has to withstand all natural impacts and should not get damaged if anypedestrian stamp on top of it intentionally orunintentionally. The product should bend up to 90 degreeon both sides without breakage or damage. The FlexibleMedian Marker shall be tested from Government Lab forreboundability and tensile test as per IRC 79 :2019.[Through Rate] |
| 12 | [4.12.1]Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas (exceeding30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth leadup to 50 m and lift up to 1.5 m, as directed by Engineer-incharge.1. All kinds of soil [Through Rate] |
| 13 | [5.45]Dismantling old plaster or skirting raking out jointsand cleaning the surface for plaster including disposal ofrubbish to the dumping ground within 50 metres lead.[Through Rate] |
| 14 | [6.22.2.3]Providing and laying in position ready mixedplain cement concrete, with cement content as perapproved design mix and manufactured in fully automaticbatching plant and transported to site of work in transitmixer for all leads, having continuous agitated mixer,manufactured as per mix design of specified grade forplain cement concrete work, including pumping of R.M.C.from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, includingcost of curing, admixtures in recommended proportions asper IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength anddurability as per direction of the Engineer-in-charge. 2.3.All works up to Plinth Level :M-10 grade plain cement concrete (cement contentconsidered @ 220 kg/cum) [Through Rate] |
| 15 | [7.21.2]Brick work with common burnt clay non-modularbricks of class designation 10.5 in foundation and plinth in:2. Cement mortar 1:6 (1 cement : 6 coarse sand) [ThroughRate] Please Enable Macros to View BoQ information |
