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| 1 | Civil works |
| 2 | HSR Item 7.22.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 3 | HSR Item 6.14.1-Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zoneIII): 3 graded stone aggregate 20 mm nominal size) |
| 4 | HSR Item 11.74.2-Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, includingapplying additional coats wherever required, to achieve even shade and colour. 2. Two coats |
| 5 | HSR Item 23.3.4.1-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 4.1. Wiring in PVC conduit system for 3 -pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , includingproviding 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required Group A |
| 6 | HSR Item 12.50.1-Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete. 1. Fixed to steel windows by welding |
| 7 | HSR Item 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 |
| 8 | HSR Item 6.1.4-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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 9 | HSR Item 7.21.2-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | 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) |
| 11 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 12 | HSR Item 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) |
| 13 | HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns |
| 14 | HSR Item 13.28-Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 15 | HSR Item 13.6.1-Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat ofapproved steel primer. 1. Using M.S. angels 40x40x6 mm for diagonal braces |
| 16 | HSR Item 6.16-Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | HSR Item 11.65.1-Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer`s specification. 1. Two or more coats on new work |
| 18 | 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 stringcourses etc. |
| 19 | HSR Item 13.27-Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer all complete |
| 20 | HSR Item 11.61.1-White washing with lime to give an even shade : 1. New work (three or more coats) |
| 21 | HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 22 | HSR Item 13.37.2-Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at theend by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire ofadequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 2. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 23 | HSR Item 23.3.1.1-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.1. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in1.6 mm thick PVC conduit pipe. Group A |
| 24 | HSR Item 6.30.5-Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | 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 |
| 26 | HSR Item 9.22.2-Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen andG.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2. 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 27 | HSR Item 23.22.4.1-MCCB ,DISTRIBUTION BOARDS,MCB`s, RCCB`s, CHANGE OVER etc. 4.1. Supply anderection of double door sheet steel enclosure distributionboard suitable for MCBS and ELCBS etc. recessed in wallincluding bonding to earth with all labour and materialrequired to complete the job in all respect up to the entiresatisfaction of the Engineer-in-Charge of the work. SPN DBDouble Door 4 way ( 2 incoming and 2 outgoing) |
| 28 | HSR Item 13.1.1-Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections, jointsmitred and welded, including fixing of necessary butt hingesand screws and applying a priming coat of approved steelprimer. 1. Fixing with 15x3 mm lugs 10 cm long embedded incement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement :3 coarse sand : 6 graded stone aggregate 20 mm nominalsize). |
| 29 | HSR Item 6.33.6-Steel reinforcement for R.C.C. work, wherenot included 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. complete in all respectbelow plinth level Note: Reinforcement shall be measured inlength including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps.Wastage, overlaps, couplings, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire or othermethods of binding & placing shall not be measured and costof these items shall be deemed to be included in the rates forreinforcement. 6. Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 30 | HSR Item 6.44-Providing, hoisting and fixing up to floor fourlevel precast reinforced cement concrete in small lintels notexceeding 1.5m clear span up to floor four level, including thecost of required centering, shuttering but , excluding the costof reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 31 | HSR Item 6.1.4-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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 gradedstone aggregate 20 mm nominal size) |
| 32 | HSR Item 7.21.3-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation andplinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 33 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1cement: 4 fine sand) |
| 34 | HSR Item 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 |
| 35 | HSR Item 6.33.6-Steel reinforcement for R.C.C. work, wherenot included 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. complete in all respectbelow plinth level Note: Reinforcement shall be measured inlength including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps.Wastage, overlaps, couplings, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire or othermethods of binding & placing shall not be measured and costof these items shall be deemed to be included in the rates forreinforcement. 6. Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 36 | 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 |
| 37 | HSR Item 21.95.8-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: 8. 900 mm |
| 38 | HSR Item 4.12.1-Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including getting out and disposal of excavated earthlead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 39 | 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 ofconcrete 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 sandmortar 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 |
| 40 | HSR Item 21.28-Providing and fixing steel bar embeddedplastic steps of size 263mm x 165mm of orange colour,confirming to specification in pump chambers, manholes etc.,having minimum 3mm thick polypropylene polymer confirmingto is:10910 encapsulated on 12mm dia ribbed steel bars perIS :1786. The rate include cost of setting the same to correctlines and levels duly embedded in 1:2:4 cement concreteincluding carriage, loading, uploading, stacking, handling, rehandling etc., complete in all respect to the satisfaction ofEngineer-in-charge |
| 41 | HSR Item 4.16.1.3-Excavating trenches of required width anddepth for pipes, cables, etc including excavation for sockets,and dressing of sides, ramming of bottoms, including gettingout the excavated soil, and then returning the soil as required,in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within alead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding300 mm dia but not exceeding 600 mm dia. |
| 42 | HSR Item 17.13-Granular Sub-Base (Mix in place)Construction of granular sub-base by providing Material,spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with Rotavator atOMC, and compacting with vibratory roller to achieve thedesired density, complete as per technical clause 401 ofMORT&H technical specifications |
| 43 | HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layersnot exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 44 | HSR Item 17.69.2-Interlocking Concrete Block Pavement 2.Providing and Laying 80 mm thick ISI marked InterlockingPaver Blocks conforming to IS 15658:2006/IRC SP 63: 2004of all shapes and colours in design mix cement M 40 over thebed of 30 mm thick fine sand complete in all respect. |
| 45 | HSR Item 6.29.1-Centering and shuttering including strutting,propping etc. and removal of form work for : 1. Foundations,footings, bases for columns |
| 46 | HSR Item 4.12.1-Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including getting out and disposal of excavated earthlead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 47 | HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation andplinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 48 | HSR Item 6.1.4-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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 49 | HSR Item 17.13-Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator atOMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications |
| 50 | HSR Item 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) |
| 51 | HSR Item 4.12.1-Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including getting out and disposal of excavated earthlead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 52 | HSR Item 6.1.4-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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 53 | HSR Item 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 |
| 54 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 55 | HSR Item 17.13-Granular Sub-Base (Mix in place)Construction of granular sub-base by providing Material,spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with Rotavator atOMC, and compacting with vibratory roller to achieve thedesired density, complete as per technical clause 401 ofMORT&H technical specification |
| 56 | HSR Item 17.69.2-Interlocking Concrete Block Pavement 2.Providing and Laying 80 mm thick ISI marked InterlockingPaver Blocks conforming to IS 15658:2006/IRC SP 63: 2004of all shapes and colours in design mix cement M 40 over thebed of 30 mm thick fine sand complete in all respect. |
| 57 | HSR Item 6.1.2-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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 gradedstone aggregate 20 mm nominal size) |
| 58 | HSR Item 7.21.3-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation andplinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) Please Enable Macros to View BoQ information |
