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| 1 | HSR Items |
| 2 | [11.39]Washed stone grit plaster on exterior walls heightup to 10 metre above ground level, in two layers, underlayer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand), furrowing the under layer with scratching tool, applyingcement slurry on the under layer @ 2 kg of cement persquare metre, top layer 15 mm cement plaster 1:1/ 2:2 (1cement: 1/2 coarse sand : 2 stone chipping 10 mm nominalsize), in panels with groove all around as per approvedpattern, including scrubbing and washing the top layer withbrushes and water to expose the stone chippings ,completeas per specification and direction of Engineer-in-charge(payment for providing grooves shall be made separately).[Through Rate] |
| 3 | [11.78]Painting two coats excluding priming coat withsynthetic enamel paint in all shades on new wood work ormetallic or plastered or concrete surfaces to give an evenshade. [Through Rate] |
| 4 | [13.29.2]Steel work welded in built up sections/ framedwork, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingstructural steel etc. as required. 2. In gratings, frames,guard bar, ladder, railings, brackets, gates and similarworks [Through Rate] |
| 5 | [2.RM174] RM174. High intensity Micro prismatic gradeRetro reflective sheeting Type XI as per IRC 67 2012including pasting on board base [Rate] |
| 6 | [34.11.1]Informatory sign board 900x600 rectangular asper IRC 67- 2012 with retro reflective Sheeting as perASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm 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] |
| 7 | [34.5.1]Cautionary sign board 600x600x600mm triangularas per 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] |
| 8 | [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] |
| 9 | [4.32]Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [Through Rate] |
| 10 | [6.1.4]Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work below plinth level and up to Floor IVlevel: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6graded stone aggregate 20 mm nominal size) [ThroughRate] |
| 11 | [6.14.1]Providing and laying in position specified grade ofreinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - Allwork up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarsesand (zone-III): 3 graded stone aggregate 20 mm nominalsize) [Through Rate] |
| 12 | [6.29.2]Centering and shuttering including strutting,propping etc. and removal of form work for : 2. Retainingwalls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string coursesfillets, kerbs and steps etc. [Through Rate] |
| 13 | [6.33.6]Steel reinforcement for R.C.C. work, where notincluded in the complete rate of RCC, includingstraightening, cutting, bending, placing in position,binding, wastage, overlaps, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire etc. completein all respect below plinth level Note: Reinforcement shallbe measured in length including hooks, if any, separatelyfor different diameters as actually used in work , excludingoverlaps. Wastage, overlaps, couplings, welded joints,spacer bars, chairs, stays, hangers and annealed steel wireor other methods of binding & placing shall not bemeasured and cost of these items shall be deemed to beincluded in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more[Through Rate] |
| 14 | [6.8.2]Providing and laying damp-proof course withcement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III):4 graded stone aggregate 12.5mm nominal size) 2. 40mmthick [Through Rate] |
| 15 | [7.20.1]Brick work with common burnt clay modularbricks of class designation 10.5 in foundation and plinth in:1. Cement mortar 1:4 (1 cement : 4 coarse sand) [ThroughRate] Please Enable Macros to View BoQ information |
