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| 1 | Construction of Potable Water Collecting Tank 15000 ltr capacity |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 3 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 4 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and without vibrated but excluding steel reinforcement centring and shuttering in foundation and plinth (for piles). |
| 5 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 6 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 7 | walls |
| 8 | Extra rate for Smooth Surface of RCC |
| 9 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 10 | Ground Floor |
| 11 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved. |
| 12 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 13 | Ground Floor |
| 14 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 560mm i/d RCC man hole cover with frame as per ISI Heavy duty |
| 15 | Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 16 | Providing and installation of Boosting Pump. |
| 17 | Providing & installing,testing & commisioning of 1 no electrically driven Boosting Pump set of 10.00 BHP (KSB / crompton equilent make capable of delivering 520 LPM against a head of 45 mtr complete in all respect as per specifications |
| 18 | Providing & fixing 4mm2 core cable to Submersible Pump complete in all respect as per specifications |
| 19 | Providing & installation of smart starter panel board of 2BHP complete in all respect. |
| 20 | Site Laying water works |
| 21 | Providing & G.I barbed wire (3 ply) fencing around the Head works site in 3 rows complete in all respects. D-6 & D-8 |
| 22 | Providing & fixing Angle Iron Pickets as per DWSS size 40mm x 40mm x 6mm 6 ft. long |
| 23 | Providing & fixing D-Hooks as per DWSS as per standard drawing |
| 24 | Construction of Cement concrete, footpath with Masonary toe wall & earth filling inside water works as per standard drawing D-7 complete in all respect |
| 25 | Painting of existing M.S Sign Baord as per standard size of DWSS as per drawing D-20 |
| 26 | Estate Water Supply |
| 27 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 28 | Earth work upto 1.5 m. Depth All classes of soil except rocky |
| 29 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 30 | 75mm o/d pipe of 6 Kgf. / sqcm |
| 31 | INTERNAL - EXPOSED ON WALL : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. |
| 32 | CPVC Pipe Schd 40 & Schd 80 fittings 80mm i/d |
| 33 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI |
| 34 | 80mm i/d Sluice Valves flanged |
| 35 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 36 | 50mm i/d Brass Ball valves |
| 37 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (Size 0.6 m x 0.6 m). |
| 38 | Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge. |
| 39 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 40 | Estate Sewerage |
| 41 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 42 | 110 mm o/d pipes |
| 43 | 160 mm o/d pipes |
| 44 | 200mm o/d pipe |
| 45 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 46 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 47 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work |
| 48 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 49 | Inside size 90x150 cm Av Depth= 1.22 mtr (for 23 No manhole) |
| 50 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 51 | For depth not exceeding 3.0 m B.G.L. For all classes of soil except rocky |
| 52 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 53 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 54 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 55 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 56 | 12.5 mm thick cement plaster 1:3 |
| 57 | Cement rendering on plaster 1mm thick |
| 58 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 59 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 60 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 61 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 62 | Roof Top Rain water Harvesting |
| 63 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 64 | 110mm o/d PVC pipe of 4 Kgf. / sqcm |
| 65 | 200mm o/d PVC pipe of 4 Kgf. / sqcm |
| 66 | Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic,protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects. |
| 67 | For depths not exceeding 3.0 metre B.G.L. For all classes of soil except rocky |
| 68 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 69 | Construction of Haudi internal size 0.90mtr x 0.90mtr & 0.90mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x600 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge |
| 70 | Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge |
| 71 | Construction of Rain water harvesting system consisting of drilling bore 500mm dia depth as per drawing, supplying and lowering pvc perforated housing pipe 200 mm dia 50 mtr depth as per drawing sorrunded with filtermedia , stainer PVC medium 200mm i/d 1 mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 4.50 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 1Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge. |
| 72 | Construction of Rain water harvesting system consisting of drilling bore 500mm dia depth as per drawing, supplying and lowering pvc perforated housing pipe 200 mm dia 50 mtr depth as per drawing sorrunded with filtermedia , stainer PVC medium 200mm i/d 1 mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 3.00 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 1Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge. |
| 73 | Construction of Rain water harvesting system consisting of drilling bore 500mm dia depth as per drawing, supplying and lowering pvc perforated housing pipe 200 mm dia 50 mtr depth as per drawing sorrunded with filtermedia , stainer PVC medium 200mm i/d 1 mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 2.50 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 1Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge . |
| 74 | Fire Fighting Arrangements |
| 75 | MS PIPE |
| 76 | Providing laying,testing and commissioning of C class heavy duty MS Pipe conforming to Indian Standard IS:1239/3589 including fittinge like elbows,tees,flanges ,tapers,nutts,gaskets,nuts, bolts etc. on surface providing angle iron support or cement concrete block as support including painting with two or more coats of synethetic enamel paint or required shades complete in all respects. |
| 77 | 100mm |
| 78 | Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. |
| 79 | 25mm internal diameter |
| 80 | 80mm internal diameter |
| 81 | Hydrant landing Valve |
| 82 | S/I/T/C of GM single headed hydrant valve with instantaneous Gun metal peet coupling of 63mm dia with cast iron wheel ISI marked conforming to IS 5290 with blank gunmetal cap and chain including orifice olate made of 6mm stainless steel to keep the pressure not more than 3.5 per sqcm at any point complete in all respects. |
| 83 | Branch Pipe |
| 84 | S/I/T/C 63mm dia gun-metal branch pipe ISI marked with 20mm size gun metal nozzle confirming to IS 903, suitable for instantaneous connection to interconnect hose pipe coupling as required. |
| 85 | Fire Brigade Inlet |
| 86 | Providing and fixing fire brigade inlet connection of cast iron body with gun metal 63mm dia instantaneous type male coupling with built in check valves and 150 mm dia flanged outlet complete with bolts, nuts and rubber insertions as per IS:904. |
| 87 | Two way inlet connection |
| 88 | RRL Hose Reel |
| 89 | S/I/T/C of RRL fire hose type A IS:636, 63mm diax15m long with gunmetal male and female couplings bound and riveted to hose pipes with copper rivets and copper wire as required. |
| 90 | First-Aid Hose Reel |
| 91 | S/I/T/C of First-Aid Hose Reel with MS construction spray painted in Post office Red, conforming to IS 884 with upto date amendments, complete with rubber hose pipe (IS:444/1987) 20mm dia 30 mtr long type with main pipe complete in all respect. |
| 92 | Pressure Switch |
| 93 | Providing fixing testing & Pressure Switch in the M.S. Pipe Line including connection etc. as required. |
| 94 | Pressure Guage |
| 95 | providing and fixing of Pressure Guage in M.S Pipe Line (pressure range 0-10 Kg/cm2) suitable. |
| 96 | Dia diameter 150mm calibration 0-16kg. |
| 97 | Butterfly Valve |
| 98 | Supply, laying, Testing and Commissioning of ISI marked Butter Fly Valve tested for minimum Pressure of 16 kg/cm complete with rubber insertion, nuts bolts and washers, matching Flanges of required Thickness etc. complete as per specification. |
| 99 | 100mm |
| 100 | Non-Return Valve |
| 101 | NON RETURN VALVE-providing & fixing dual plate check valve flanged end class PN-1.6 as per IS with nitrile seat SS shaft & springs in pipe lines including jointing & cost of Nut bolt, rubber insertion etc. complete. |
| 102 | 100mm i/d check valve |
| 103 | Cable |
| 104 | Supply, laying and erection of aluminium conuctor XLPE insulated PVC sheakthed armoured and served cable 1100 volts grade as per IS:7098 (Part-1)1988 to be laid 1 mtr below ground level including excavation, sand cushioning, covering with sand and first class bricks and back filling the trench etc., of the required size as per PWD General specifications; |
| 105 | Overall size 16sq.mm (4Core) Armoured (Underground) |
| 106 | Air Valve |
| 107 | Providing and fixing of single air valve ISI markedas per IS-14845including jointing cost of nut, bolt and rubber insertion all carriage complete. |
| 108 | MS Box |
| 109 | S/I/T/C of weather proof cabinet for hose box fabricated out of 1.6mm thickness M.S sheet with front glass door having ocking arrangement, suitable to accommodate all the necessary pipes, accessories, fittings etc including painting the metal portion with one coat of ready mixed primer paint and two coats of synthetic enamel paint of approved shade and quality, sign writing etc. |
| 110 | 600mm wide x 600mm high x 300mm deep size (For RRL Reel) |
| 111 | Main Pump |
| 112 | Providing and fixing of Kirloskar make pump in back pull out design having 50 mm suction, 32 mm delivery, CI casing, bronze impeller and CS shaft with gland packing arrangement on common baseplate to Kirloskar or equivalent make, 2900 RPM TEFC sq. cage induction motor suitable for 3phase, 415V, 50 Hz AC supply confirming to through suitable flexible coupling. The pump set is suitable for following duties: 900 LPM at 40mtr head. |
| 113 | Hydrant Panel |
| 114 | Providing and fixing of Electrical Control Panel of cubical Type floor Mounted having MCB 50A 3P 10KA, Contractors MNX 32a, Relay 14-23-A, Add on block 2No+2NC, SP MCB 6, SPPR Relay 415V AC Digital Meter Set, Hardware, Aluminium Bus Bar Set, Wire and Thimble, Complete in all respect. |
| 115 | GM Ball Valve |
| 116 | Providing, fixing and joining Brass Ball valves screwed with SS/BRASS ball and spindle and Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 117 | 25mm i/d Brass Ball valves |
| 118 | 50mm i/d Brass Ball valves |
| 119 | Fire Extinguisher ABC 4 Kg |
| 120 | Providing and fixing of FIRE EXTINGUISHER, ABC Powder type (stored pressure) as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect. |
| 121 | 4 Kg. Capacity |
| 122 | Fire Extinguisher CO24.5 kg |
| 123 | Providing and fixing of FIRE EXTINGUISHER, CO2 type as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect. |
| 124 | 4.5 Kg. Capacity |
| 125 | providing and fixing in positionon terrace HDPE water storage tanks of apporoved make with cover with suitable locking arranment and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank |
| 126 | Triple Layer |
| 127 | Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. |
| 128 | G.I. tank nipple 40mm i/d |
| 129 | Providing and fixing in position automatic brass Ball Cock in tanks. |
| 130 | Plastic Ball Cock with rod and Plastic Ball |
| 131 | 25mm i/d |
| 132 | Providing, fixing and jointing G.I Union Couplings (of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 133 | 25mm i/d G.I. Union |
| 134 | 40mm i/d G.I. Union |
| 135 | Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 136 | 25mm i/d Gun Metal peet valve heavy pattern. |
| 137 | 40mm i/d Gun Metal peet valve heavy pattern. |
| 138 | Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class Premium make such as (Jindal Hisar) including cost of specials (such as tees, bends, sockets, elbows etc.), painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 139 | 25mm i/d |
| 140 | 40mm i/d |
| 141 | Making connection with the existing G.I. branch main up to 40mm size pipe including cutting of existing pipe line, threading of pipe lines from both ends and fixing of G.I Tee etc. in the pipe line (including cost of G.I Tee) complete in all respects. |
| 142 | Foundation work for 5 Nos. 5000 ltr capacity fire water tanks having dia 1.75 mtr and fire pumps and as par the satisfaction of engineer in charge at site. (at Terrace i.e. on 6th Floor) |
| 143 | Core cutting up to 150 mm of each slab. (as per analysis attached) |
| 144 | Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:- |
| 145 | Cable Tray Size 150mm x 50mm x 50mm (2mm thick) |
| 146 | Cranes 35 tonnes for lifting from Ground floor to sixth floor (for Triple layer water tank on Terrace) |
| 147 | Post-NOC charges from Fire Department. (to be paid as per actual) Please Enable Macros to View BoQ information |
