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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-09-2025 | Corrigendum-3 | Date | 19-09-2025 |
| 2 | 03-09-2025 | Ancillary conditions | Other | 10-09-2025 |
| 3 | 02-09-2025 | Corrigendum-1 | Date | 10-09-2025 |
| Sl. No. | Item Description |
| 1 | Earth work excavation for foundation with all intial leads and lifts in all soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete complying with standard specification. |
| 2 | Initial lead of 10m and initial lift of 2m |
| 3 | Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by Engineer bed width 1.25m and below |
| 4 | Open Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by Engineer. |
| 5 | Initial lead of 10m and initial lift of 2m |
| 6 | With intial lead of 10 m and additional lift of 2-3 m |
| 7 | With intial lead of 10 m and additional lift of 3-4 m |
| 8 | Filling in foundation and basement with filling M-sand in layers of not exceeding 15 cm thick well watered, rammed and consolidated complying with relevant standard specification including the cost of supplying filling m-sand etc., complete in all respects as directed by Engineer. |
| 9 | Filling in foundationand basement with Quarry dust in layers notexceeding 15 cms thick well wateredrammed and consolidatedincluding the cost of supplying of quarry dust etc., complete complying with standard specification and as directed by Engineer. |
| 10 | Refilling with excavated earth other than sand in foundation and basement including spreading in layers not exceeding 15cm thick, well- watered, rammed and consolidated by hand ramming, etc.,complete complying with standard specification. |
| 11 | Cement concrete 1:4:8 (one of cement, four of M-Sand and eightofhard broken stone jelly) using 40mmsize hard broken stone jelly for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete complying with standard specification and as directed by Engineer. |
| 12 | Cement concrete 1:3:6 (one of cement, three of M-Sand and six ofhard broken stone) using 20mmsize hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete as directed by Engineer |
| 13 | Cement concrete 1:2:4 (one of cement, two of sand and four ofhard broken stone jelly) using 20mmsize hard broken stone jelly for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete complying with standard specification. |
| 14 | Providing and laying in position, RMC M-30 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3\"3 cu\"m\") 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu\"m\") 7670 kg\" of M sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by Engineer. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 15 | Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., which require nominal strutting and shuttering using MS sheets of suitable size ofBG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by Engineer.For Grade Beam, Plinth beams,Column Footings etc.., |
| 16 | Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loftetc., including shuttering, upto3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by Engineer. For slabs,lintels, beams etc., |
| 17 | Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete in all respects as directed by Engineer.For Sunshades,columns, window, boxing etc., |
| 18 | Supplying, fabricating and placing the following kinds of steel grills Fe 500 D grade steel reinforcement bars as per IS 1786 : 2008 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof in position and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., completein all floors (The rate including the cost of binding wire steel also) |
| 19 | Brick work in cement mortar 1:5 (One of cement and five of M-sand) using flyash bricks of size 230 x 110 x 70mm including dewatering wherever necessary, proper setting and curingetc,. complete complying with standard specification and as directed by Engineer. In Foundation and basement |
| 20 | Brick partition walls 11 cm thick using Fly ash bricks in cement mortar 1:5(One of cement and five of M- sand) in the following floors including fixing the frames of doors and windows and scaffolding proper setting, curing, etc., complete complying with standard specification and as directed by Engineer.. |
| 21 | Masonry work using Autoclaved Aerated cement blocks of size 600 x 200 x 200 mm in cement mortar 1:6 (one of cement six of M-sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification and as directed by Engineer. |
| 22 | In Ground Floor |
| 23 | In FirstFloor |
| 24 | In Second Floor |
| 25 | In Third Floor |
| 26 | In Fourth Floor |
| 27 | In Fifth floor |
| 28 | In Sixth floor |
| 29 | Masonry work using Autoclaved Aerated cement blocks of size 600 x 200 x 100 mm in cement mortar 1:5 (one of cement five of M-sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification and as directed by Engineer. |
| 30 | In Ground Floor |
| 31 | In FirstFloor |
| 32 | In Second Floor |
| 33 | In Third Floor |
| 34 | In Fourth Floor |
| 35 | In Fifth Floor |
| 36 | Elevation (Avg of 1st to 5th floors) |
| 37 | Providing 7 cm thick stair case parapet wall using Fly ash Bricks of size 230×110×70mm in cement mortor 1:4 (one of cement and four of M-sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of P-sand) 20mm thick using 9.80kg of red oxide powder per 10m2 and plastering either side of parapet with cement mortar 1:4 (one of cement and four of P-sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by Engineer. |
| 38 | Plastering the top of flooring with cement morter 1:4, (One of cement and four of P-Sand) 20mm thick including finishing smooth, proper setting, curing etc., complete complying with standard specification and as directed by Engineer. |
| 39 | Plastering the top of flooring with cement morter 1:3, (One of cement and three of P- sand)20mm thick with water proofing compound including finishing smooth, proper setting, curing etc., complete complying with standard specification and as directed by Engineer. |
| 40 | Plastering the walls with cement mortar 1:5 (One of cement and five of P-sand) 12mm thick including scaffolding, finishing smooth, proper setting, curing etc., complete in all respects as directed by Engineer. |
| 41 | Special ceiling plastering and finishing the exposed surface of all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification as directed by Engineer. |
| 42 | Cement concrete 1:5:12.5 (One of cement, five of M-Sand and twelve and half of hard broken brick jelly)using 20mmsize broken brick jelly including laying, ramming, curing finishing, etc. complete complying with standard specification and as directed by Engineer |
| 43 | Providing Ellis Pattern flooring 20mm thick (Ellis pattern) with layer of cement concrete 1:3 (one of cement and three of hard broken stone) (No sand) using hard blue granite chips of size 3mm to 10mm and surface rendered smooth over RCC slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respects as directed by Engineer. |
| 44 | Flooring with stainfree Nano Polish vitrified tiles of size 600mmx600mmx8mm of approved quality in cement mortar 1:3 (one of cement and three of M-sand), 20mm thick laid straight alignment and pointed neatly with colour cement @ 0.40kg/m2 laid with out any gap in the tiles neatly and fixing in position as per the standard specification etc.complete in all respects and as directed by Engineer. |
| 45 | Dadooing the walls with First quality colour glazed design tiles of size 15cm x 15cm x 6mm of approved quality and make and laid in cement mortar 1:2 (one of cement and two of M-sand), 10mm thick and pointing with white cement using 0.40kg/m2 including finishing the joint and pointing flush with tile surface etc., complete in all respects as directed by Engineer. |
| 46 | Flooring with ceramic tiles of approved quality and colour of size 305mm x 305mm x 6mm thick as per IS 13712 : 1998 laid over 20mm thick cement mortar 1:3 (one cement and three m-sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.30kg/m2 etc., complete complying with standard specification and as directed by Engineer.. (The make and brand of tiles should be got approved by the Engineer before use on works) |
| 47 | Supplying and fixing in position of cuddappah slab of 20 mm thick both sides polished for cup-board planks of required size including cost of slab, labour charges for cutting and fixing into walls etc., complete in all respects as directed by Engineer. |
| 48 | Supplying and fixing in position of cuddappah slab of 40 mm thick both sides polished for hearth slab of required size including cost of slab, labour charges for cutting and fixing into walls etc., complete in all respects as directed by Engineer. |
| 49 | Supplying and fixing of Door of following sizes using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames of size ~100mmx75mm, with groove of size 30mmx20mm for resting the door shutter and chamfer finish at front and supplying and fixing solid core flush shutter with teak ply on one side and commercial ply on other side with teak wood lipping around of 35mm thick including providing holes and fixing wooden blocks for fixing fixtures and fittings including cost of 6 nos of hold fast using the iron angle of 15cm length with split ends, 4 nos of butt hinges, 2 nos of 150mm tower bolts with receiver, 1 nos of 300mm tower bolts with receiver, 1 no of 300mm Aldrop and 2 nos of handle with necessary screws including one coat of red oxide primer etc., complete as directed by Engineer. |
| 50 | 1000mm x 2100mm |
| 51 | 900mm x 2100mm |
| 52 | Door MD1 for Community Hall (2.05 m x 2.10 m) |
| 53 | Door MD2 for Community Hall (2.40 m x 2.10 m) |
| 54 | Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter. |
| 55 | Solid panel PVC door with frame |
| 56 | Supplying and fixing of PVC sliding door with roller |
| 57 | Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames complete in all respect as directed by Engineer. The window should be got approved from the Engineer before use on work |
| 58 | Supplying andfixing the UPVC (Un-Plasticized polyvinyl chloride)louvered ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free,the profile are multi chambered sections with wall sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in thelouvers. The window should be fixed to the walll with 100% packing with screws and silicon packing alround the frames etc., complete in all respects as directed by Engineer (All floors). The ventilator should be got approved from Engineer before use on work, etc., |
| 59 | Supplying and fixing in position M.S grills of approved design for open to courtyard grill, window and ventilators openings and gate etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standared specification. |
| 60 | Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by theEngineer before use on works) All Floors |
| 61 | Supplying and fixing Oriya type \" Indian \" Water Closet of size 58cm x 44 cm(white colour)with \"P\" or \"S\" trap (white glazed) earthern ware of best approved quality in all floors other than Ground Floorincluding concrete packing, filling the sunken portion withbrick jelly lime concrete 32:12½ (Thirty two of broken brick jelly and twelve and half of lime) (nosand) using 20mm size brokenbrick jellyincluding plastering the sides of the sunkenportion in cement mortar 1:3 (one ofcement and three of sand) 12mm thick mixed with water proofing compound at4lbs/cft of cement, applying one coat of britexsolution including curing for the sides and bottom of the sunken portion, curing etc.complete in all repects as directed by Engineer.(In all floors other than Ground Floor) |
| 62 | Fixing of 20\" Oriya pan with\"P\" trap (whiteglazed earthernware of best approved quality)includingconcrete packing,filling theportion withsand filling thearea 7.5 cm thick in brick jellylome concrete 32:12.5using 20mm size B.Jandplastering the surface withCM 1:4, 12mmthick (In Ground Floor) |
| 63 | Supplying and fixing in position best qualityapproved make cudappah sink of size 600 X450 X200mm including cost of 32mm dia G.I waste pipe15mm dia. Brass Nipple, Plug and chain andtesting for leakage etc., complete complying withstandard specifications.(The sink and accessorries should got approved by the Engineer before use on work.) |
| 64 | Supplying and fixing in position best quality approved make white gazed earthenware Wash Hand Basin of size 550mm x 400mm with all accessories such as Cast Iron Brackets, 32mm dia CP Waste Coupling, Rubber Plug and Chain, 32mm dia \"B\" Class GI Waste Pipe, 15mm dia GM Wheel Valve, 15mm dia Nylon Connection, 15mm dia Brass Nipples, 15mm CP Pillar Tap etc complete in all respect as directed by Engineer. |
| 65 | Supplying and fixing of 100 x 75 mm PVC Nahni Trap with grating 4 way/2way (superior quality) having minimum seal of 50 mm conforming to relevant IS specifications with its latest amendments including resting at the bed of brick jelly concrete 1:5:12½ using 40 mm size broken brick jelly etc.,complete in all respects as directed by Engineer |
| 66 | White washing two coats using clean shell lime including cost of lime, gum, brushes and scaffolding etc., complete as directed by Engineer. |
| 67 | Painting the new wood works two coat with ready mixed synthetic enamel paint (I st class) of approved quality and colour over coat of priming with approved primer including cost of paint brushes ans scaffolding etc., complete in all respects as directed by Engineer. |
| 68 | Painting the new iron work with one coat of first class synthetic enamel paint of approved quality and colourin addition over the existing primer coat including the cost of paint patty brushes and scaffolding etc. complete in all respects as directed by Engineer |
| 69 | Painting the walls with two coats of approved cement paint over one coat of cement primer including cost of cement paint, primer, brushes,scaffolding and labour charges etc., complete complying with standard specification. |
| 70 | Supplying and fixing of following dia uPVC SWR pipe of 6 kg/cm2 of approved quality confirming to IS 13592/1992 (type B) of finolex (or) equivalent with ISI monogram packing the joints including fixing into walls with necessary connection to the sanitary fittings, testing etc. complete in all respects in all floors as directed by Engineer. |
| 71 | 110mm diapipes 6kg /cm² uPVC SWR |
| 72 | 75mm diapipes 6kg /cm² uPVC SWR |
| 73 | Supplying, laying the following uPVC SWR pipeswith IS 13592/1992 (type B) monogram including jointing with solvent properly to gradient necessary connection to the sanitary fittings in water closet room and bath room including testing etc., complete in all respects as directed by Engineer. |
| 74 | 110mm diapipes 6kg /cm² uPVC SWR |
| 75 | 75mm diapipes 6kg /cm² uPVC SWR |
| 76 | Supplying and fixing of 110mmdia PVC pipeof 6Kg /cm2 confirming to IS 13592-1992 (Type -A) with necessary bends, shoes, cost of special clamps,coupler if necessary including cost of solvent cement, proper aligning, teakwood plugs of approved quality etc., complete in all respects as directed by Engineer. (IN HORIZONTAL) |
| 77 | 110mm diapipes 6kg /cm² PVC SWR |
| 78 | Supplying and fixing of 110mm dia uPVC Rain water downfall pipe of4 kg/cm² conforming to IS 13592-1992 (Type-A) with necessary bends, shoes, cost of special clamps, coupler if necessary including cost of solvent cement, proper aligning, teakwood plugs of approved quality etc., complete in all respects as directed by Engineer. |
| 79 | Supplying and fixing the following uPVC SWR fittingsconfirming to IS14735/1999 complete in all respects as directed by Engineer. |
| 80 | 110mm dia cowl |
| 81 | 75mm dia cowl |
| 82 | 110mmdia single Y with door |
| 83 | 75mm dia single Y with door |
| 84 | 110mm dia PVC Shoe |
| 85 | 75mm dia PVC Shoe |
| 86 | 110mm dia Door Elbow |
| 87 | 75mm dia door Elbow |
| 88 | Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of sand and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick brick masonry wall inCM 1:5 (One of cement and five of sand) using ground moulded II class chamber burnt bricks and inside plastering with 1:3 (one of cement and three of sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc. complete in all respects as directed by Engineer.(0.90M DEPTH) |
| 89 | Supplying and fixing of SFRC Manhole cover with frame of size 0.60 x 0.60 m ( heavy type ) etc., complete in all respects as directed by Engineer |
| 90 | Supplying and fixing of CI steps of 14 \" sizeetc., complete in all respects as directed by Engineer |
| 91 | Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to IS 4985/2000 of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. complete in all respects as directed by Engineer. |
| 92 | 20 mm dia UPVC pipe for delivery |
| 93 | 40 mm dia UPVC pipe for inlet |
| 94 | Supplying the following dia UPVC pipes of pressure limit 10 kg/ sq.cm for plumbing works below ground level including cutting the pipes wherever necessary and jointing with solvent cement including earthwork excavation for laying the pipes and refilling the trenches after the pipes are laid under ground etc., complete. |
| 95 | 50 mm dia |
| 96 | 40 mm dia |
| 97 | Supplying of uPVC pipe specials of approved quality suitable to uPVC pipe as perIS4985:1999 at site of work etc., complete in all respects as directed by Engineer., |
| 98 | 50mm dia Coupler |
| 99 | 50mm dia UPVC bend |
| 100 | 50mm dia UPVC Tee |
| 101 | 50mm x 40mm reducer |
| 102 | 50mm x 40mm reducer TEE |
| 103 | 50 mm end cap |
| 104 | 50mm dia Elbow |
| 105 | 40mm dia Elbow |
| 106 | 40mm dia Coupler |
| 107 | 40mm diabend |
| 108 | 20mm coupler |
| 109 | 20mm elbow |
| 110 | 20mm dia TEE |
| 111 | 20mm dia Hex nipple |
| 112 | 20mm End cap |
| 113 | 20mx 15 mm Threaded (Female) reducer |
| 114 | 15mm dia PVC screw down Tap (heavy type) |
| 115 | Supply of GI pipes and ISS 1239 (medium)screwed at both ends and socketed both ends and etc., complete in all respectsas directed by Engineer. |
| 116 | 65 mm dia GI pipe @ inlet |
| 117 | Labour charges for laying, fixing,jointing G.I pipes and specials for the following dia meter including cutting and threading the pipes wherever necessary and jointing with white lead, spun yarn, earthwork excavation for laying the pipes wrapping with tarred tape and refilling the trenches where the pipes are laying under ground complete. |
| 118 | 65 mm dia GI pipe @ inlet |
| 119 | Supply and fixing of 65mm dia GI pipeof approved brand having ISI mark etc., complete in all respects as directed by Engineer. (Fixing into Wall) |
| 120 | Supplying and fixing of GI and GM specials confirming to ISI etc., complete as directed by Engineer |
| 121 | 65mm NRV |
| 122 | 65mm Union |
| 123 | 65mm footvalve |
| 124 | 65mm bend |
| 125 | 65mm elbow |
| 126 | 65x50mm reducer tee |
| 127 | 65mm coupler |
| 128 | 65 mm dia GM Gate valve |
| 129 | 50 mm dia GM Gate valve |
| 130 | 40 mm dia GM Gate valve |
| 131 | 20mm GM wheel valve |
| 132 | Supply and run off 2 of 2.50 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS:694/1990 with continuous earth connection by means of 1.50 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable PVC rigid pipe 1.8mm thick concealed in walls and ceiling for mains including the cost of cable, PVC pipes and specials, cement, brass screws, TW plugs, saddles and labour etc., complete in all respects as directed by Engineer. |
| 133 | Wiring with 2 of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI markin suitable PVC rigid pipe1.8mm thick with ISI mark concealed in wall and ceiling with suitable size concealed 16 gauge M.S. switch box covered by laminated hylem sheet 3 mm thick for LIGHT POINTS including the cost of cable, PVC pipes and specials, brass screws, ceiling rose, flush type 5 Amps SP Mark switch, PVC junction box, 16 gauge M.S.switch box covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. box, covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. in all respects as directed by Engineer |
| 134 | With Ceiling Rose |
| 135 | Wiring with 2 of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark in suitable PVC rigid pipe 1.8mm thick with ISI mark concealed in wall and ceiling with suitable size concealed 16 gauge M.S. switch box covered by laminated hylem sheet 3 mm thick for FAN POINTS including the cost of cable, PVC pipes and specials, brass screws, ceiling rose, flush type 5 Amps SP Mark switch, PVC junction box, 16 gauge M.S.switch box covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. box, covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. in all respects as directed by Engineer |
| 136 | Supplying and fixing of 5 A 3 pin and 2 pin combined flush type wall socket with 5 A flush type switch concealed in suitable MS box in flush with wall and covered with 3mm thick hylem sheet including cost of wall socket, switch and labour charges for wall cutting, grouting, flushing and making good, painting with primary and finishing coat for MS box etc., complete as directed by Engineer. |
| 137 | Wiring with 2x1.5sqmmPVC insulated SC unsheatedCU conductor of 1100 V grade with ISI mark confirmingto IS: 694/1990 in suitable PVC rigid pipe of 1.8mmthick with ISI mark concealed in wall and ceiling withPVC accessories in flush with wall for 5 AMPS 3 PINC.S. PLUG POINT AT CONVENIENT PLACES including the cost of cable, PVC pipes and specials,brass screws, flush type 5 amps 3 Pin C.S. plug, 16gauge Msjoint box, 16 gauge MS switch box coveredby laminated hylem sheet 3mm thick, cement, labourand making good of the concealed portion with suitablecolour for concealed PVC plug point. complete in all respects as directed by Engineer. |
| 138 | Supplying and fixing of 5 A /15A 3 pin flush type wall socket with15A flush type switch concealed in suitable MS box in flush with wall andcovered with 3mm thick hylem sheet including cost ofwall socket, switch and labour charges fo wall cutting,grouting, flushing and making good, painting withprimary and finishing coat for MS box etc., complete asdirected by Engineer. ( In kitchen only) |
| 139 | Supplying and fixing of 4 way DB (6 Module) with 4 No\"s of 6A-16A MCB & 32 A DP Isolator including labour charges etc., complete in all resspcets as directed by the Engineer. |
| 140 | Supply and fixing water tight Bulk Head fitting (heavy type) with guard suitable for 100/60W bulb including the cost of bulb, necessary connection cost of materials etc.,complete. in all respects as directed by Engineer |
| 141 | Earthing as per ISI Specification with an earth electrode of 2.1mt class \"B\" GI pipe of dia not less than 40mm and with 20mm dia copper earth flat of size 125mmx50mmx6mm, with funneling arrangement using charcoal, common salt, G.I.reducer, check nuts etc.,and mansonry work and providing RCC cover slab 38mm thick for the Brick mansory including cost of steel and fabrication of reinforcement etc., complete in all respectes as directed by Engineer. |
| 142 | Supplying and run of 8 SWG copper wire on walls/below ground level necessary\"U\" nails/ earth work excavation andrefilling etc. including the cost of allmaterials etc., all complete in all respects as directed by Engineer. |
| 143 | Supplying and laying of 3 -1/2 x 70 sq. mm pvc armoured Aluminium LT UG cable of approved brand having ISI mark in a trench to be excavated to a depth of 0.75 meter, putting 0.15 m layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good etc., complete in all respects (Below G.L) |
| 144 | Supplying and laying of 3-1/2 x 70 sq. mm pvc armoured Aluminium LT UG cable of approved brand having ISI mark onpost or wall with M.S clamps etc., complete in all respects |
| 145 | Supplyingand fixing brass cable gland for 3 1/2x 35 sq. mm PVC armoured LT UG cable with earth connection etc., complete in all respects. |
| 146 | Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete. (SD 216) |
| 147 | Supplying and fixing of 3 Nos., of 100 A porcelain fuse units 500 volt of approved brand having ISI mark in T.W. Board of suitable size etc., complete in all respects. |
| 148 | Supply and erection of 125 Amps capacity floor mounting type metering panel board (Cubicaltype) with bus bar chamber made up of 16 SWG CRCA sheet for 3 phase 4 wire system with 25mm x 3mm tin coated copper flats for phases and neutral; cable chamber, switch chamber and with 2 Nos. 25mm x 3 mm tinned copper flat for the earth bus on the rear side of the panel board; necessary interconnections by copper flat of suitable sizes; suitable PVC colour sleeves for the interconnecting copper flats / rigid copper wire; earth connections to all switches / bus bar by copper flats of suitable sizes from the earth bus; hylum sheet separation between bus bar and switches; 3 nos of LED pilot lamps with switches, fuse units, suitable angle iron frame size of 37.5 mm x 37.5 mm x 6 mm with powder coated painting over one coat of red oxide and with numbering; superscription of cables sizes, capacity of switches etc and incorporating the following:Outgoings:1. Singe phase services24/28 Nos. 32A DP MCB / 40A 10 KA DP MCB and 24/28 Nos. 32A, fuse units 25mm x 3mm x 15mm copper flats for neutral and earth Space provision for TNEB energy meter with glass cover.Bus capacity: A3 phase 4 wire copperInternal connections by 2 runs of 4 sq.mm PVC insulator unsheathed copper contactor of 1100 V grade from TNEB cutout to the meter and from the meter to the 32A DP MC switch / 32 A 10 KA DP MCB3 Nos of LED pilot lamps with fuse units, switches / and interconnections; inter connection to the bus bar by 25mm x 3mm T C copper flats for phases and neutral from 125A TPN SDF to the bus; interconnection by No. 8 SWG copper for the phases and neutral from the 32A 10 KA DP MCB switch to the bus; 6mm thick hylum sheet separation between bus bar chamber and switches chamber; insulators for the support for the bus; superscripting on the panel board the size, capacity of cable, switches, location etc. 2 nos. metallic danger boards. |
| 149 | 24 in 1 - Single Phase EB metering Panel Board |
| 150 | 28 in 1 - Single Phase EB metering Panel Board |
| 151 | Supply and erection of 100 Amps capacity floor mounting type metering panel board (Cubicaltype) with bus bar chamber made up of 16SWG CRCA sheet for 3 phase 4 wire system with 25mm x 3mm tin coated copper flats for phases and neutral; cable chamber, switch chamber and with 2 Nos. 25mm x 3 mm tinned copper flat for the earth bus on the rear side of the panel board; necessary interconnections by copper flat of suitable sizes; suitable PVC colour sleeves for the interconnecting copper flats / rigid copper wire; earth connections to all switches / bus bar by copper flats of suitable sizes from the earth bus; hylum sheet separation between bus bar and switches; 3 nos of LED pilot lamps with switches, fuse units, suitable angel iron frame size of 37.5mm x 37.5 mm x 6mm with powder coated painting over one coat of red oxide and with numbering; superscription of cables sizes, capacity of switches etc and incorporating the following:Outgoings:1. Three phase services 6 Nos.63A 4P MCB63A fuse units25mm x 3mm x 15mm copper flats for neutral and earth Space provision for TNEB energy meter with glass cover.Bus capacity: A3 phase 4 wire copperInternal connections by 2 runs of 4 sq.mm PVC insulator unsheathed copper contactor of 1100 V grade from TNEB cutout to the meter and from the meter to the 6 Nos.63A 4P MCB63A fuse units3 Nos of LED pilot lamps with fuse units, switches / and interconnections; inter connection to the bus bar by 25mm x 3mm T C copper flats for phases and neutral from 100A TPN SDF to the bus; interconnection by No. 8 SWG copper for the phases and neutral from the 63A 4P MCB switch to the bus; 6mm thick hylum sheet separation between bus bar chamber and switches chamber; insulators for the support for the bus; superscripting on the panel board the size, capacity of cable, switches, location etc. 2 nos. metallic danger boards.Common service |
| 152 | Manufacturing, supplying and fixing of stainless steel Hand rails for wall using 50mm dia 304L Grade stainless steel pipe of 1.60mm thick will be provided with tubular supports made of 304L grade stainless steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick stainless steel circular base plate of 304 Grade.The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc complete |
| 153 | Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete |
| 154 | Supplying and fixing of UPVC -non pressure pipes as per IS 15328/2003[SN8-SDR(S 16.5)] and laying and jointing of UPVC pipesto the proper grade and alignment as indicated in drawing / design and hydraulically testing of the pipe line. The rate shall include cost of all necessary jointing materialstesting charges with water conveyed within a lead of 1km, labour etc. complete etc complete in all respect as directed by Engineer. |
| 155 | 160mm dia pipe |
| 156 | 200mm diaPipe |
| 157 | Construction of circularRCC manhole of 1.20minternal dia for following depth with Reinforced cement concrete wall of 15cm thick and base slab of15cm thick in 1:2:4 proportion (One of cement two of M-Sand and four of hard broken granite stone jelly) using 20mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc., over a bed of cement concrete 1:4:8 (One of cement four of M-Sand and four of hard broken granite stone jelly) 20mm HBSJof 10cm thick for foundation including channeling benching etc., and top covered with heavy duty cover slab SFRC slab with frame 600mm(clear opening) including casting and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc.,complete in all respects in all floors as directed by Engineer. |
| 158 | 0.9m depth |
| 159 | 1.20m depth |
| 160 | 1.50m depth |
| 161 | 2.00m depth |
| 162 | Providing rain water harvesting using 3 nos.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 nos. of 6mm dia MS rod vertically and 3 nos. of 6mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 1m dia toa depth of 1m, supplying and filling 40mm HBG inside the erected well ring to a depth of 90cm, and top covered with RCC circular perforated cover slab of 1m dia and 5cm thick which inclusive of cost and fabrication of 6mm M.S reinforcement at 15 cm spacings on both directions and one 6mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by Engineer etc., complete in all respects. |
| 163 | Construction of gully chamber 0.23x0.23x0.3 mdepth with brick jelly concrete 1:5:12 1/2 (One of cement five of M-Sand and twelve and half of broken brick jelly)using 40mm size brick jelly 15cm thick for foundation 23cm brick work, masonry wall in CM 1:5 (one of cement and five of M-sand) using fly ash bricks of size230×110×70mm,plastered with CM 1:3(one of cement three of P-sand) 12mm thick including channeling benching and top covered with SFRC COVER SLAB, necessary earthwork excavation andrefilling the sides of foundation with excavated earth etc., complete in all respects as directed by Engineer. |
| 164 | Supplying and fixing in position of HDPE cylidrical vertical tank as per IS 12701/1996 with closed topmoulded type 2000 liters capacity with suitable holes drilled for inlet and outlet including, loading, unloading, transportation and labour charges for fixing the pipes and specials, cutting and threading etc., complete in all respects.The tank shall be fixed as per the direction of theEngineer. |
| 165 | Supplying and laying the Rubber Moulded Hydraulic Pressed machine made inter locking concrete paver block madeout of M20 grade concrete of approved design and colour over the bed of M-Sandincluding cost of materials,labour for laying etc., complete as directed by Engineer. For 63mm thick Paver Block. |
| 166 | Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and asamended thereafter and BEE 3 Star Rated capable of discharging the following duties due to allcauses. The pump shall be with stainless steel shaft and dynamically balanced bronze mixedtype impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as perIS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 coresuitable copper flat submersible cable to a length of 15m with necessary cable joints. The nonreturnvalve located at the top of the pump in the discharge outlet connection is to be designedwith minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz(±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, FullyAutomatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HPstarting and for continuous operation |
| 167 | Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amendedthereafter with suitable KW rating for operation in AC/ Three Phase/50HZ (+/- 5%) and 415V(+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 Nos., CT operatedAmmeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch,Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standardhigher KW rating, Single phasing preventor, dry running preventor and On/Off Push buttonswitches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated verminproof box, including the capacitor (the cost of capacitor is to be taken separately). |
| 168 | Supplying and fixing PVC insulated and sheathed 3 core flat type copper cable conforming to IS 694/1990 as directed by Engineer |
| 169 | Sectioning the site including cutting and filling the undulations upto 15cm thick and levelling etc., complete in all respects as directed by Engineer. |
| 170 | Providing Depth Elevation work by shera wood board covering of size of 8mm thickness anchor box fixing with SDT top Screw in structural frame square tube of (40mm x 40mm size) and 1.6mm thickness including Structural material fabrication work and one base coat primer and two top coats of paint, complete as directed by Engineer. |
| 171 | EXERCISING BARSupply, Erection and fixing of Double Bar / Parallel BarFrame:1/2”GI pipe, 2.5mm thick, B class, height:41/2’,product size:6’2\" paint: pu coating. complete as directed by Engineer. |
| 172 | Supply, Erection and Fixing of 5ft height wave slide made of FRP moulded materials and ladder 1 inch stainless steel pipe and 1/2 inch cross steps supporting of 1 1/4 inch stailess steel pipes etc., complete as directed by Engineer. |
| 173 | Supply and fixing of See-Saw 4 Seater made Fibrereinforced plastic of width of 7 ftand supporting frame made of 40mm stainless steel pipes and swinging arm made of 50mm Stainless steel pipes of length 8ft. Handle made of 19mm stainless steel pipes seats are fibre reinforced plastic and including epoxy painting etc.,as directed by Engineer. |
| 174 | Supply and fixing of Swing 2 seater made up of Fibre glass Reinforced plastic of Height of 7ft 0” above the ground level and width of 10ft 0”. Legs made of 40mm StainlessSteel pipes and Cross Bars made of 50mm SS pipes Seats fiber reinforced plastic seats suspended with 6mm thick in coated chain and including epoxy painting etc. complete in all respects as directed by Engineer. |
| 175 | Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacked and well beaten to 80mm by using wooden hand beater of weight not exceeding 2 kg hand beating sprinkling liberally with lime water and a small proportion of solution prepared by soaking kadukkai dry nut powder and jaggery (vellam) and giving required slope and thickness on roof etc. completed as directed by Engineer |
| 176 | Finishing the top of roof slab with one course of pressed tiles 23cm x 23cm x 2cm using cement mortar 1:3 (One of cement and three of sand) mixed with water proofing compound at 2% by weight of the cement and pointing with the samemortar, finishing, curingetc., complete as directed by Engineer |
| 177 | Construction of Gate Valve Chamber of inner size 60cm x 60cm x 60cm |
| 178 | Providing & fixing in position Pre-Moulded supreme expansion joint Bitumen pad 12mm thick in between the cement concrete pavement including cutting,positioning,supporting etc,.as directed by Engineer. |
| 179 | Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 noof 15 passenger capacity stretcherlift as per the following specifications including taxes and duties.(Gearless lift with machine room)- (1) Location:Kothandaraman Street., (2)No of lift: 1 no. (Gearless), (3) Type of lift: stretcherlift , (4) Capacity of lift: 15 persons / conforming to 14665 (part 1) 2000 , (5) Speed: 1.0 M / Sec, (6) Type of drive: V3F drive with enhanced ride comfort and near zero level functions , (7) No of floors: S+5 Floor, (8) Total travel: 3.0 mts x 6 Landing= 18 mts, (9) Leveling accuracy: high level accuracy with smooth and jerk free stopping, (10) Construction ofCAR: No. 4 hardened sheethigh quality stainless steelcar and hand rail granite flooring and Perspex false ceiling, (11) Position of machine: directly above the lift well,(12) No of landing service: One in the front side- 6 nos, (13) No. of car entrance: one in the front side only, (14) Car entrance door: power operated automatic V3F drive center opening sliding SSdoor, (15) Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings,(16) Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, (17) Lift pit depth: conforming to 14665 (part 1)2000, (18) Car inner size,Total weight of person and Overhead height: conforming to 14665 (part 1)2000, (19) Car clear opening:conforming to 14665 (part 1)2000, (20) Lift machine room size:as per ISI 14665 (part 1) 2000 to be constructed by the buildingcontractor,(21) Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, (22) Control: micro computer (micro processor):based simplex collective control with / without attendant, (23) Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, (24) Lift well: RCC construction with brick masonry to be constructed by the building contractor, (25) Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, (26) Emergency alarm bell: battery operated bell to be provided with automatic charging device, (27) Emergency light: battery operated light to be provided with automatic charging device, (28) Fire mans switch: to be provided at the GF, (29) Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, (30) Scaffoldings: to be provided by the lift contractor, (31) Sill angles and facia plates: SS to be provided by the lift contractor, (32) Steel for lift machinery: to be provided by the lift contractor, (33) Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor, (34) Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, (35) Provision for intercom with phone: to be provided by the lift contractor, (36) Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, (37) Floor position announcer: to be provided by the lift contractor, (38) Special features a) Infra red door sensor with full height screenb) Full width half height rear panel mirrorc)TubularSShand rail in card) Stainless steel signal features e) Vandal proof SS button with SS cover f) SS door frames for landing doorsg) V3F door operator h) Call register signal i) Stainless steel facia plates for car operating panel and landing fixtures j) Steel ladder for lift machine room k) On / off switch for fan and lightl) Over load warning indicator with audio announcer. m)Voltage stabilizer for control circuits n)Braille button o) Precautionary measures etched in SS plate, (39) Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries, (40) Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor, (41) Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, (42) Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, (43) All the features as per differently abled person Act should be provided, (44) 2 hrs.fire retardent landing doors |
| 180 | Stretcher Lift 15 person capacity |
| 181 | Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 noof 10 passenger capacitylift as per the following specifications including taxes and duties.(Gearless lift with machine room)- (1) Location:Kothandaraman Street., (2)No of lift: 1 no. (Gearless), (3) Type of lift: passengerlift , (4) Capacity of lift: 10 persons / conforming to 14665 (part 1) 2000 , (5) Speed: 1.0 M / Sec, (6) Type of drive: V3F drive with enhanced ride comfort and near zero level functions , (7) No of floors: S+5 Floor, (8) Total travel: 3.0 mts x 6 Landing= 18 mts, (9) Leveling accuracy: high level accuracy with smooth and jerk free stopping, (10) Construction ofCAR: No. 4 hardened sheethigh quality stainless steelcar and hand rail granite flooring and Perspex false ceiling, (11) Position of machine: directly above the lift well,(12) No of landing service: One in the front side- 6 nos, (13) No. of car entrance: one in the front side only, (14) Car entrance door: power operated automatic V3F drive center opening sliding SSdoor, (15) Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings,(16) Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, (17) Lift pit depth: conforming to 14665 (part 1)2000, (18) Car inner size,Total weight of person and Overhead height: conforming to 14665 (part 1)2000, (19) Car clear opening:conforming to 14665 (part 1)2000, (20) Lift machine room size:as per ISI 14665 (part 1) 2000 to be constructed by the buildingcontractor,(21) Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, (22) Control: micro computer (micro processor):based simplex collective control with / without attendant, (23) Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, (24) Lift well: RCC construction with brick masonry to be constructed by the building contractor, (25) Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, (26) Emergency alarm bell: battery operated bell to be provided with automatic charging device, (27) Emergency light: battery operated light to be provided with automatic charging device, (28) Fire mans switch: to be provided at the GF, (29) Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, (30) Scaffoldings: to be provided by the lift contractor, (31) Sill angles and facia plates: SS to be provided by the lift contractor, (32) Steel for lift machinery: to be provided by the lift contractor, (33) Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor, (34) Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, (35) Provision for intercom with phone: to be provided by the lift contractor, (36) Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, (37) Floor position announcer: to be provided by the lift contractor, (38) Special features a) Infra red door sensor with full height screenb) Full width half height rear panel mirrorc)TubularSShand rail in card) Stainless steel signal features e) Vandal proof SS button with SS cover f) SS door frames for landing doorsg) V3F door operator h) Call register signal i) Stainless steel facia plates for car operating panel and landing fixtures j) Steel ladder for lift machine room k) On / off switch for fan and lightl) Over load warning indicator with audio announcer. m)Voltage stabilizer for control circuits n)Braille button o) Precautionary measures etched in SS plate, (39) Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries, (40) Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor, (41) Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, (42) Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, (43) All the features as per differently abled person Act should be provided, (44) 2 hrs.fire retardent landing doors |
| 182 | Passenger Lift 10 person capacity |
| 183 | Supply and runof25mm x 6mm GI strip Flat Down Condutor with necessaryclamps/supportsonwall / floor /ground for earth connection |
| 184 | Supplying and fixing the machine cut Granite slab of required size with 50mm thickness of good quality, suitable for washing etc., complete in all respects as directed by Engineer. |
| 185 | Providing single nosing of machine cut granite slabincluding grinding the edges,edge polishing ,hire charges for tools and plants etc.,complete in all respects as directed byEngineer. |
| 186 | Supply, erection testing, commissioning and handing over of diesel generator set 0.80 P.F, 3phase, 415v/420 Volts, 50c/s, 1500 RPM complete in all respects as detailed below. CPCB IV complaint DG set .Engine Liquid Cooled / Water cooled diesel engine suitable for generator application with a shaft out put of ( 84HP/50KW with respect to the make of generator) suitable at 1500 RPM under NTP conditions as per BSS 5414-ISO 10000. The engine shall comprise the following standard scope of supply: 1) Dry type Air cleaner, 2) Expansion bellow, 3) Radiator, radiator fan and mounting, 4) Air to air charge cooler, 5) Exhaust gas turbo charger, 6) Lube oil cooler and lube oil filterfilter, 7) Fuel filter (pre and micro), 8) In-line mono-block fuel injection pump with governor and fuel feed pump, 9) Mechanical /Electronic governor, 10) 12V / 24V battery charging alternator, 11) 12V / 24V Volt electric starter motor12) Engine test certificate, 13) Residential Mufler, 14) Fly wheel with starter ring.ENGINEINSTRUMENT PANELMOUNDING:Engineinstrument panel /mounted engine control panel consisting ofON/OFF/START/KEY, lube oil pressure gauge, oil temperature gauge, high water temperature gauge and electronic hour Mtr and RPM indicator.Safety system of Engine:The engine shall trip for the following conditions with Visual alarm device.1) Low lubricating oil pressure, 2) High water temperature, 3) Vee- belt failure and over speed, 4) Low battery indicationThe Engine should be capable of Providing10%over loadfor onehourforevery11 hoursContinuous Runningat full load. ALTERNATOR:58.5 KVA capacity of brushless alternator AC 3 phase 50 c/s 415 volts, 0.8 PF 1500 RPM under NTP conditions confirming to IS 13364 (part II) 1992 to be means of coupling.ACOUSTIC ENGLOSURE : Acousticenclosureshall bepowdercoated and fabricatedout of 16 SWGCRCAMSSheet .The silentcanopyshall be ofnutbolt typeconstruction .Criticalprocessesof punchingaredoneonCNCmachinesto maintaindimensionalaccuracyofholeswithin0.1 mm .Powercoatingisdone afterseven – tanksurface preparationprocessof sheetmetalcanopypanel and doors shallhave inside liningofFire Retardant64 Kg / Cu MtDensityMineralwoolof 100 mm thick ness asacoustic material . Fourhingeddoorsshallbeprovidedtocanopy.The maximum permissible sound pressure level should be as per the norms prescribed by the central pollution control board/state pollution control Board/Competent Authority concerened or shouble be 75 db (A) at 1 mtr from the enclosure surface whichever is advantageous to the department.The emergency stop should be available on the enclosure panel The Engine Manufacturer of the Engine provided for diesel Generator sets mounted inside and should be to the satisfaction of inspection / testing authority concern. SURFACE TREATMENT – PAINTING: The enclosuresurface hall be suitablytreatedfor degreasing . degusting and posphating . The canopiesare passedthought seven – tank treatmentthoroughly. ADDITIONALFEATURES OF CANOPIES :-Canopyfabricatedon CNC machinewithdimensionalaccuracy of0.1 mmso asto increaseits durability . special designedsupporting rips / structuresareused in canopiesso asto give sturdinessandtoreducethevibrationsof theDGsetsif any. WORLD CLASS COOLINGPACKAGE:-Canopies shall have cooling package for which it can also perform at 45 deg c / ambient Temperature.No grouting required on the ground , only a level surface capableof with standingthe DG weight . Lifting hooks shall be providedforthe acousticenclosure, whichshouldunloadedindependentof the DGset . the Gen set base frameshall also providedwith hooks for unloading. TEMPERATURERISEINSIDETHE CANOPY:- Canopiesshallbedesignedso as to maintainthe temperature differencebetweenambientand air inletat air cleanerwith the enclosurewell within 5 – 7 DegreeCentigrade. BASS FRAME:- Baseframeshouldbefabricated MSChannel sheetMetal , The base frame is riggedin construction anddesignedfor mounting engine and brushless alternatorcloselycoupled withcross membersmounted on AVM . The base frame shall have provisionfor mounting of acoustic enclosureon it . The supplyof Gen setincludesloading , unloadingand transportation charges .100 Ltrs. and above (with respect to the make of generator) Removable Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame.It is duly painted and fitted with inlet an outlet connections and mechanical fuel gauge.Fuel tank can be easily removed for cleaning or any maintenance.Battery 12V 100 AH battery-1 NO |
| 187 | 58.5KVA Diesel Generator with AMF panel |
| 188 | Providing Vertical Expansion Joint filler bitumen pad 40mm thicknessas perthe specifications for RCC structures etc.,complete as directed byEngineer. |
| 189 | Providing Horizontal Expansion Joint filler bitumen pad 40mm thickness as per the specifications for RCC structures etc., complete as directed byEngineer. |
| 190 | Removal of existing filler in the expansion joint to the specified thickness and providing polysulphide sealant thioflex 600 in the joint size of 40 mm (w) x 20mm (d) as directed by Engineer. |
| 191 | Spreading of red soil, gravel or sand including watering and rolling which hand roller for every 75 mm thickness -including hire charges of roller. |
| 192 | Mixing charges of Red soil, sand and manure uniformly (1:1:1) for Preparationof soil mixture (excluding material cost) |
| 193 | Planting of Shade grass includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 194 | Supplying and Planting of Pungam treesapling of height 240 - 270 cm inpolythene bag of dia 30cm includingsupporting stack of 5 cm dia casurinapole of 10 feet height, including loadingand unloading charges, transportation,stacking of saplings at site, earth workexcavation of required size, planting ofsapling, refilling of excavated earth etc as directed by Engineer. |
| 195 | Supplying and Planting of Bauhinia purpurea tree sapling of height 240 -270 cm in polythene bag of dia 30cmincluding supporting stack of 5 cm diacasurina pole of 10 feet height, includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 196 | Supplying and Planting of Albizia treesapling of height 240 - 270 cm inpolythene bag of dia 30cm includingsupporting stack of 5 cm dia casurinapole of 10 feet height, including loadingand unloading charges, transportation,stacking of saplings at site, earth workexcavation of required size, planting ofsapling, refilling of excavated earth etc as directed by Engineer. |
| 197 | Supplying and Planting of Neem tree sapling of height 240 - 270 cm inpolythene bag of dia 30cm includingsupporting stack of 5 cm dia casurinapole of 10 feet height, including loadingand unloading charges, transportation,stacking of saplings at site, earth workexcavation of required size, planting ofsapling, refilling of excavated earth etc as directed by Engineer. |
| 198 | Supplying and Planting of Budha Belly Bamboo tree sapling of height 300 - 360cm in polythene bag of dia 30cmincluding loading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 199 | Supplying and Planting of Tabebuia rosea tree sapling of height 240 - 270 cmin polythene bag of dia 30cm includingsupporting stack of 5 cm dia casurinapole of 10 feet height, including loadingand unloading charges, transportation,stacking of saplings at site, earth workexcavation of required size, planting ofsapling, refilling of excavated earth etc as directed by Engineer. |
| 200 | Supplying and Planting of Tabebuia argentea tree sapling of height 240 - 270cm in polythene bag of dia 30cmincluding supporting stack of 5 cm diacasurina pole of 10 feet height, includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 201 | Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of dia 20 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by Engineer. |
| 202 | Planting of Allamanda dwarf foliageshrub variety of height 30-45 cm inpolythene bag of dia 20 cm includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 203 | Planting of Bougainvillea hybrid foliageshrub variety of height 30-45 cm inpolythene bag of dia 20 cm includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 204 | Planting of Canna indica varigated Plantfoliage shrub variety of height 30-45 cmin polythene bag of dia 20 cm includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 205 | Planting of Coleus Plant ornamental foliage shrub variety of height 30-45 cmin polythene bag of dia 20 cm includingloading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 206 | Planting of Duranta new gold Plantornamental foliage shrub variety ofheight 30-45 cm in polythene bag of dia20 cm including loading and unloadingcharges, transportation, stacking ofsaplings at site, earth work excavation ofrequired size, planting of sapling, refillingof excavated earth etc as directed by Engineer |
| 207 | Supplying and Planting of Cyrtostachysrenda palm variety of height 180-210 cmin polythene bag of dia 30cm, includingsupporting stack of 5cm dia casurina poleof 10\" height, including loading andunloading charges, transportation,stacking of saplings at site, earth workexcavation of required size, planting ofsapling, refilling of excavated earth etc asdirected by the site in-charge. |
| 208 | Supplying and Planting of Dypsislutescens (Areca palm) palm variety ofheight 180-210 cm in polythene bag ofdia 30cm including supporting stack of 5cm dia casurina pole of 10 feet height,including loading and unloading charges,transportation, stacking of saplings atsite, earth work excavation of requiredsize, planting of sapling, refilling ofexcavated earth etc as directed by Engineer. |
| 209 | Reinforced Cement Concrete Bollards with M20 grade concrete and150mm dia 4 Nos of 10mm dia TMT of overall size 800mm, 100mmprojection of TMT Roads at the bottom of the Bollards beyond 800mm foranchor. Black pigment at 4.5 percent weight to cement will be used. TwoStrips of Reflective 3M Sticker of width 40mm, including transportationand fixing charges etc, complete |
| 210 | Park Moulded Concrete Bench:Supplying, erecting and Fixing precastreinforcement bench with back rest.Bench shall consist of 2 nos. L shapedbases support in natural cement color ofthickness 100mm, back height 1000mm,front height 450mm, base width 620mmand 5Nos Reinforced Concrete planks inred color and size of 1500x100x50mmand 1no. reinforced concrete plank of150x200x50mm: manufactured by usingM-30 grade concrete & reinforcedsuitably: all parts to be joined withgalvanized nuts and bolts of suitable size |
| 211 | Testing the Ambient Air Quality & Monitoring - For parameters - PM-2.5 & PM-10, So2, NO2, CO at regular intervals as directed by Engineer. |
| 212 | Testing the Ambient Noise Quality Monitoring - To identify sources of noise, Noise due to traffic/transportation of vehicles ,Noise due to heavy equipment operations, Duration andvariations in noise over time etc the equivalent noise levels shall be monitored as directed by Engineer. |
| 213 | Testing theSurface/Ground Water Quality - pH, Turbidity, Total Hardness at regular intervals as directed by Engineer. |
| 214 | Provisional Sum |
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