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| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m |
| 2 | Shifting of MS material up to 0.5km including carrying stacking the same properly in rows up to any height as per direction of Engineer-in-charge. |
| 3 | Demolishing stone rubble masonry 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 : 15.9.2 In cement mortar cum |
| 4 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock cum. |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Formwork Foundations, footings, bases of columns, etc. for mass concrete. |
| 8 | Formwork for Columns, Pillars, Piers, Abutments, Posts and Struts sqm. |
| 9 | 6.4 Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | Supplying and filling silver sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 11 | concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Provision of supply and installation of prefab-portable security cabin of size (7.62X3.65X2.7) m for storage of material and equipment excluding the civil works for placing the pre-fab structure at suitable location with 100mmx50mm GI C Channel 4mm thickness ISI Marked. 50mmx50mm GI Square Pipe 2mm thickness ISI, Marked. 100mmx50mm C channel, 100mmx50mm,50 mm x 50mm GI square pipes & Angles ISI Marked. 50mmx50mm, 50mmx25mm, 25mmx25mm GI square,pipe ISI Marked. 65mmx65mm L Angle, 50mmx25mm, GI square pipe,ISI Marked. 65mmx65mm L Angle, 50mmx25mm, GI square pipe, ISI Marked. Specially formed GI sheets of thickness 1.2mm make,TATA / JINDAL. 9mm thick MDF of make GREEN-PLY,(GREENPANEL) & all vertically and horizontal,corners will be neatly and smoothly Finished with, Aluminum sections & L angles. 1.2mm thick GI sheet of make TATA / JINDAL,properly sloped & water tight. 9mm thick MDF of make GREEN-PLY,(GREENPANEL)& all vertically and horizontal corners, will be neatly and smoothly Finished with Aluminum, sections & L angles. 3mm Aluminum checker plate makes of JINDAL Double shutter sliding aluminum,(JINDAL/HINDALCO) powder coated windows of thickness 1.6mm with 4mm thick glass of make Saint, Gobain for all windows, safety grills from outside,& canopy on the top of windows. The door will be of external opening type made out of,the same material as wall panels & canopy above the,door. Frame work by tubular pipe of 25 x 25. Door with locks & handles with hydraulic door closer. 25mm thick glass wool insulation of density 64kg/m3 on side wall & 50mm on ceiling. All wiring will be concealed with PVC insulated copper, wires of ISI quality, suitable for 240volt, 50 HZ single, phase AC power supply. All electrical fittings in portable cabin shall be 220-, 240V.AC 50Hz. Ø LED Tube lights, Bulkhead, Fan, switches & Sockets of ISI MAKE, SPLIT air condition, point along with separated MCBEarthing point will be provided for safety. Phosphate the cabin and painting with 1 coat of Epoxy, primer with 2 coats of Epoxy Paint. Specially formed hooks for easy lifting and shifting. including loading, unloading, and installation of the cabin |
| 13 | Providing and laying of good quality laterite stone of size (0.5mx0.3mx0.2m) masonry with Cement Mortar (1:4) in all level. including all etc complete |
| 14 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : 14.18.2 With modular brick tiles |
| 15 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 ? Part 3 (ii) Sites with structure height more than 20m for all wind speeds 9.147.A1 Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A 1.2 Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). |
| 16 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 17 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 18 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Reuse of good quality laterite stone of size (0.5mx0.3mx0.2m) masonry with Cement Mortar (1:4) in foundation and plinth level. including all etc complete |
| 20 | 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 and for all lift. Please Enable Macros to View BoQ information |
