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| 1 | Civil works |
| 2 | NS Item -Providing and laying 100 mm GI pipes class B marked with IS: 1239 for delivery, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts (`W make), rubber gaskets, lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. |
| 3 | NS Item -Providing and laying of 225 mm outer diameter uPVC pipe, threaded type, having pressure rating 10 kg/cm² (PN-10), duly ISI marked and conforming to IS: 4985 for potable water supply applications, including all specials such as bends, tees, reducers (if required), jointing , lowering, laying in proper alignment, complete in all respects as per technical specifications and satisfaction of the Engineer-inCharge |
| 4 | NS Item -“Supply, installation, testing and commissioning of submersible solar pumping set of 7.5 HP capacity, DC type pump with UPSC controller, including all accessories andelectrical/ mechanical components, complete in all respects, with 5 years warranty of the complete solar pumping set, as required by the New and Renewable Energy Department, Haryana and HAREDA, as per approved specifications anddirections issued by HAREDA and Director, Supplies and Disposals, Panchkula, Haryana vide memo No. 100/HR/RC/E5/2024-25/4565-4585 dated 30.05.2025, to the entire satisfaction of the Engineer-in-Charge.” Note:- The procurement sahll be made from approved agencies as per DGSandD memo No. 100/HR/RC/E-5/2024-25/4565-4585 dated 30.05.2025 |
| 5 | NS Item -Providing and laying of 225 mm outer diameter uPVC pipe, having pressure rating 10 kg/cm² (PN-10), duly ISI marked and conforming to IS: 4985 for potable water supply applications, including all specials such as bends, tees,reducers (if required), jointing , lowering, laying in proper alignment, complete in all respects as per technical specifications and satisfaction of the Engineer-in-Charge. |
| 6 | Civil works |
| 7 | HSR Item 11.61.1-White washing with lime to give an even shade : 1. New work (three or more coats) |
| 8 | 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. |
| 9 | 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 |
| 10 | HSR Item 23.22.4.1-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.1. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wallincluding bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DBDouble Door 4 way ( 2 incoming and 2 outgoing) |
| 11 | 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 andcolour complete, as per manufacturer`s specification. 1. Two or more coats on new work |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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. |
| 16 | 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 |
| 17 | HSR Item 13.1.1-Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 18 | 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 coats of 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 |
| 19 | 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 |
| 20 | 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) |
| 21 | 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) |
| 22 | 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) |
| 23 | 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 |
| 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 6.1.4-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 |
| 26 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 27 | 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 sqmon 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 |
| 28 | 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 |
| 29 | HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 30 | 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 up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zoneIII): 3 graded stone aggregate 20 mm nominal size) |
| 31 | 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. |
| 32 | HSR Item 6.29.1-Centering and shuttering including strutting,propping etc. and removal of form work for : 1. Foundations,footings, bases for columns |
| 33 | 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) |
| 34 | 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) |
| 35 | HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length 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 cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 36 | HSR Item 7.21.3-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 37 | HSR Item 21.28-Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc.,having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correctlines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, rehandling etc., complete in all respect to the satisfaction of Engineer-in-charge |
| 38 | 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 |
| 39 | HSR Item 21.95.8-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphateresistance 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: 8. 900 mm |
| 40 | 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) |
| 41 | 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 |
| 42 | HSR Item 6.44-Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including thecost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 43 | HSR Item 4.16.1.4-Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m,including getting out the excavated soil, and then returning the soil 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 as directed, within a lead of 50 m : 1.4. Pipes, cables etc, exceeding 600 mm dia but not exceeding 900 mm dia |
| 44 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1cement: 4 fine sand) |
| 45 | 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) |
| 46 | 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 |
| 47 | HSR Item 20.5.5-Making flanged joints for cast iron pipes, valves or specials 5. 200 mm internal diameter of pipe, values or specials |
| 48 | HSR Item 20.4.5-Jointing cast iron socketed pipes, valves and specials with run lead caulked joints excluding cost of lead and yarn but including cost of labour, fuel and tools etc.Tested complete. 5. 200 mm i/d pipe |
| 49 | HSR Item 4.16.1.2-Excavating trenches of required width and depth 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, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia |
| 50 | HSR Item 22.162.1.1-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mmdiameter Class I |
| 51 | HSR Item 20.68.1-Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR)joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia |
| 52 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 53 | HSR Item 33.17.1-Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS:2800 (part I), including necessary bolts and nuts of required size complete. 1. 100 mm clamp |
| 54 | HSR Item 33.16.3-Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, allcomplete for bore well of: 3. 200 mm dia |
| 55 | 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 |
| 56 | HSR Item 20.11.2-Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriageloading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-incharge 2. 100 mm i/d |
| 57 | HSR Item 20.14.3-Providing and fixing cast iron double air valves of size given below marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handlingetc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- charge. (Rateis same for 65mm/80mm/100 i/d pipes) 3. 100 mm i/d |
| 58 | HSR Item 6.29.3-Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts |
| 59 | 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) |
| 60 | 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) |
| 61 | 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) |
| 62 | HSR Item 33.6.1.1-Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from differentstrata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil300 mm dia |
| 63 | HSR Item 33.9.3-Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818,including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-incharge. 3. 200 mm nominal size dia |
| 64 | HSR Item 33.15-Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actualrequirement, all complete as per direction of Engineer-incharge |
| 65 | HSR Item 33.19-Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples andgetting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge |
| 66 | 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 |
| 67 | HSR Item 17.69.2-Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over thebed of 30 mm thick fine sand complete in all respect |
| 68 | HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns |
| 69 | 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 sqmon 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 |
| 70 | 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 |
| 71 | 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. |
| 72 | 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) Please Enable Macros to View BoQ information |
