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| 1 | Please Enable Macros to View BoQ information |
| 2 | [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 |
| 3 | [6.22.2.3]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. 2.3. All works up to Plinth Level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 4 | [7.22.1]Brick work with common burnt clay non-modular 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) |
| 5 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) |
| 6 | [11.52]Cement rendering on plaster 1 mm thick |
| 7 | [6.14.2]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 : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 8 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 9 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 10 | [6.34.6]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 above 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. |
| 11 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar |
| 12 | [5.8.3]Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 3. From brick work in cement mortar |
| 13 | [5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 14 | [1.PM026] PM026. Tractor with trolley |
| 15 | [1.PM057] PM057. Hire charges for JCB with bucket capacity more than 0.75 cum with fuel and driver |
| 16 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) |
| 17 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 18 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications |
| 19 | [26.9.1]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 1. Planting selection no. 1 grass roots in rows 5 cm apart in both directions . |
| 20 | [21.95.9]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 of concrete 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 sand mortar 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: 9. 1000 mm |
| 21 | [20.99.Zone-V]Water Supply installation of shallow/Medium/Deep tubewells as per IS 2800:1991 Supplying and packing graded gravel in bore well of size as per ISI 4097, as amended up to date (Grade A, 2.25mm to 3.35mm) and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from reducer to the bottom of liner all around in the bore with Margin above reducer in the housing pipe as per the requirement and will be packed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be designed and directed by the Engineer-in-charge strictly as per relevant ISI. Zone-V. Gurugram, Nuh, Palwal, Faridabad, Rewari, Mahindergarh, Jhajjar |
| 22 | 24.5.1.4]MISCELLANEOUS ITEMS 1.4. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 6 sqmm |
| 23 | [20.114.5]Supplying erection, testing of fullyautomatic electric control panel board forT/Wells in Pump Chamber consisting ofMS sheet of thickness 14 gauge dulypainted box type floor mounted made ofangle Frame containing 1 no. fullyautomatic air brake starter suitable forMotor of the following capacity, Minswitch of suitable range with HRC fuse, 1no. volt meter (0 to 500 volts), 1 No.Amp. Meter of 0 to 100 amp. 3 sets ofindicating lamp capacitor of suitablecapacity and 1 no. single phase preventerswith the timer switch including wiring inpanel board and suitable electric energymeter wiring in Electric Control PanelBoard complete in all respect as perspecification given in Schedule No. II,Including MCB, suitable, Capacitor,Wooden Box etc as per siterequirement complete in all respect. 5. 30 HP Motor |
| 24 | [22.162.4.1]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) : 4.1. 200 mm diameter Class I |
| 25 | [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 |
| 26 | Lowering and Lifting of submersible motor etc.complete in all respect |
| 27 | [20.54.3]Providing GI pipes class B marked with IS: 1239 in 3.05 m length, 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. 80 mm i/d |
