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| 1 | Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc, removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 4 | Dismantling floor, hearth or wall tiling including cement mortar bedding including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete including disposal of unserviceable rubbish outside cantt area all as specified and directed by Engineer-in-Charge. |
| 6 | Excavating in trenches in soft/loose soil, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and getting out as directed by Engineer-incharge complete, all as specified. |
| 7 | Excavating in trenches in soft/loose soil, n exc1.5 m wide, exc 1.5 m in depth and n exc 3 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and getting out as directed by Engineer-incharge complete, all as specified. |
| 8 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. |
| 9 | Removing of surplus soil/ excavated material to a distance exceeding 250 metre and not exceeding 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 10 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 11 | Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in Columns, pillars, piers, posts and struts and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 12 | Reinforced Cement Concrete (precast ) 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in cover slabs and the like complete all as specified and directed by Engineer-in-Charge. |
| 13 | Plain Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregate as in foundation,sub base,path,floor,hardstanding complete all as specified and directed by Engineer-in-Charge. |
| 14 | Plain cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts, coping, bed plates, cills, benching etc, including weathering, slightly rounded or chamfered angles and troating, including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 15 | Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stop, black filling of chowkats, holdfasts, coping of the pole etc,. including weathering, slightly rounded or chamfered angles and troating, including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material and labour for providing precast cement concrete louvres and jallies, 25mm thick (measured solid), including all mouldings, set in cement mortar 1:4 complete all as specified and directed. |
| 17 | 25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in levelling concrete etc. complete all as specified and directed by Engineer-in-Charge. |
| 18 | Granite black shade, 16-18 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 15 mm thick (average thickness) cement mortar (1:4) screed, as in gate pillar,cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Providing and laying at or near ground level factory made kerb stone of type B-1, 1:2:4 (20mm graded aggregate) M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 20 | Reinforced concrete pipes 300 mm (internal) , class NP2, laid and jointed complete with collars, laid in trenches on concrete bed to level/gradient, jointing in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 21 | Steel work in tubular section/Hollow steel section including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I S 4923-1997 grade St.-240 complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply and fixing Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410, Complete all as specified and directed. |
| 23 | Fibre glass reinforced translucent plain steel sheet 2.0 mm thick of any colour as in roof covering/cladding to wall, fixed with coach screws and washer etc complete all as specified and as directed by Engr-in-charge. |
| 24 | TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 25 | TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 26 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 27 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 but EXCEPT BRICKS complete all as specified and directed by Engineer-in-Charge. |
| 28 | Rendering 15 mm thick in cement mortar 1:4, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge |
| 30 | Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 31 | Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge. |
| 32 | Providing and laying 60mm thick factory made chamfered edge cement concrete paverblock of M-35 grade with approved colour Red & Yellow , design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directerd. |
| 33 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour Red & Yellow, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directerd. |
| 34 | Preparation of surfaces of walls brooming down, applying one coat of white cement based wall care putty after applying emery paper or sand paper and two coats of weather proof emulsion paint(Ist quality) Apex (internal/ external wall surfaces over a coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 35 | Complete removal of existing treatmen,preparation of surfaces of walls brooming down, applying one coat of white cement based wall care putty after applying emery paper or sand paper and two coat of weather proof emulsion paint(Ist quality) Apex (internal/ external wall surfaces over a coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 36 | Outdoor/Parking heavy duty factory made tiles, for light traffic,nonskid,anti scratch grip,vitreous/semi vitreous coloured unique design tiles 12 mm thick of size 400 mm x 400 mm, with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 37 | Precast cement concrete (Grade M 30 ) manhole cover SFRC (steel fibre reinforced cover) factory made including suitable precast RCC frame as per manufacturer's instructions, heavy duty as approved by GE of size 1000 x 600 x 70 mm thick with and including 2 mm thick mild steel strip on all the four edges heavy duty,RCC frame set in cement mortar 1:4 and similar articles complete as per site requirement, all as specified and directed by Engineer-in-charge. NOTE :-Precast SFRC manhole/ Drain cover Manufacturer shall have minimum three years manufacturing experience.Make shall be approved by GE for precast SFRC manhole/Drain cover |
| 38 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories &stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 39 | Glazed ceramic digital coloured /printed tiles 600 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge. |
| 40 | Rolling and consolidating formation surfaces in cutting rolling power roller of exc 5 tonne & n exc 8 tonne , complete all as specified and directed. |
| 41 | Soling of broken boulders or quarried stone not exc 15cm thickness rolling of power roller exc 5 tonne & n exc 8 tonne , complete all as specified and directed. |
| 42 | Clean dry sand laid in trenches/ducts for beeding and cushioning to cable, 8cm in depth befire laying the cable and 15cm in depth after laying the cable including spreading, levelling and consolidation camplete all as specified and directed. |
| 43 | Supply and laying burnt bricks sub class 'B' old size for cable protection laid flat length perpenducualr to the axis of cable complete all as specified and directed by Engineer-in-Charge. |
| 44 | XLPE insulated, screened, PVC bedded, galvanised steel strip armoured, electric cables (heavy duty) cross sectionel area 16 sqm, 2 core, stranded aluminium conductor including cable glands, cable lugs etc, to suot the eable size, 1100 volt grade, ISI marked, laid in trenches or fixing along with the pole or passing through the pipe floors or through walls/ducts etc., complete all as specified and directed. |
| 45 | Security Light LED 60 Watt made up of pressure dia cast Alumunium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including sevice bracket of GI pipe 32mm bore medium grade of length 0.9 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to GI pipe as required as site and making electrical connection, complete all as specified and directed. |
| 46 | Supply and install steel tubular pole swaged welded with base plate size 30cm X 30cm X 6mm thick final taper plug bolts nuts & washer as per IS : 2713 (Part-I) 1980 made out of MS tubing including painting of two coats of aluminium paint of approved quality over one coat of red oxide primer length 9.00 mtr long 410 SP-31 using for any description of external electric work incl dismantling of old unsv RCC pole all as specified and directed. |
| 47 | Supply and fixing in replacement of junction box and made out of thermoplastic material of size 240x130x110mm with provision of single phase cable connector and incoming and but going the with mcb sp6-32 amps for security light fitting/ptl, ip 65 protection totally enclosed weather proof with cable entry along with gi clampsnut bolts & washer fixed on pole including dismantling/taking out old unserviceable one all as direc ted. |
| 48 | Supply and fixing PVC insulated copper wire FRLS of size 2.5 Sqmm (nominal area) 3 core for repair of street light wherever required at site and as directed by Engr -in-charge. |
| 49 | Boring of holes under road,pavement,hardstanding by trenchless technology using ultra sounding technique and necessesary machine for inserting GI pipe upto 50 mm dia complete all as specified. |
| 50 | DWC (Double wall corrugated) pipe conforming to IS 14930 Part-I of size 50 mm outer dia and 40 mm internal dia laid in trenches or fixing along the poles or passing through the pipes or laid under floors or through walls/ducts etc. complete all as specified. |
| 51 | Note: For the purpose of arriving at Net Contract sum amount, the amount of credit schedule (i.e Rs 4,000.00 shall be deducted from the total amount arrived. |
| 52 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
