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| 1 | NS Item - 300mm PVC water stop seal |
| 2 | NS Item - Size of Water Stop Seal 200 MM |
| 3 | NS Item -Cement Lime Concrete 1:2:9:24, 0.041 cum cement, 0.082 cum lime, 0.37 cum sand and 1.00 cum stone aggregate, 40 mm nominal size in foundation and plinth HSR item no 10.19 @331.40 plus 450% = 1822.7 /- as per old HSR |
| 4 | NS Item - Extra for slush or work executed in or under foul position |
| 5 | NS Item -S/o and C/o stone spawl of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2026-2027 for Ambala, Panchkula, Kaithal and Kurukshetra |
| 6 | HSR Item 6.25.2-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level |
| 7 | HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for: 1. Foundations, footings, bases for columns |
| 8 | 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 Engineer-in-charge. 1. All kinds of soil |
| 9 | HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for: 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 10 | HSR Item 16.39 Dumping Stone by mechanical mannual means |
| 11 | HSR Item 6.22.2.2-Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level: M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) |
| 12 | HSR Item 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level |
| 13 | 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 |
| 14 | 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) |
| 15 | HSR Item 32.2.1-Fabrication and manufacturing of solid precast concrete element with provisions of shear keys. connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.). mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cut-out/holes of required sizes for services, yard handling and stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). 1. Concrete grade M-35 (Cement content 370 kgs |
| 16 | HSR Item 6.26.1-Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 17 | HSR Item 32.5.3- Erection and Installation of Precast/Prestressed Concrete elements in correct and final position with proper line level and plumb at site making all arrangements (i.e. cranes, push-pull jacks and all another T and P for lifting Placing and Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e. hangers. All work up to fourth floor. |
| 18 | HSR Item 2.B0007 - B0007 Diesel |
| 19 | HSR Item 1.PM008 - PM008, Hire Cahrges of pump set of capacity 4000 litres/hour |
| 20 | HSR Item 33.13-Supplying, filling, spreading and levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. |
| 21 | HSR Item 4.26.1-Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): 1. Depth not exceeding 1.5 m Please Enable Macros to View BoQ information |
