Tamil Nadu Urban Habitat Development Board-agecode007 has published Tender For Reconstruction Of 240 Tenements (Stilt + 6 Storied) Adopting Type Design No. 16A (R1)/ 2020 & 16 B (R1)/ 2020 Including Internal Water Supply, Sanitary And Electrification Arrangements With Development Works At M.S. Nagar Phase I & Ii Schemes I. Submission Date for this Tender is 24-07-2023. Electrification Work Tenders in chennai Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Jul-2023 | Corrigendum 1 | Date | 24-07-2023 |
| Sl. No. | Item Description |
| 1 | Labour Charges for providing bored cast – in – situ RCC piles of 500 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers. |
| 2 | Test of single pile under routine load test, test load should be 770KN as per the testing inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer incharge before commencing day of test, caliberation of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 500mm with test load, 770KN etc complete in all respects as directed by departmental officers. |
| 3 | Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s to the required depth as may be directed except hard rock requiring blasting inclusive of shoringstrutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing thesurplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers. |
| 4 | Initial lift of 0 to 2 meter |
| 5 | Additional lift 2-3m |
| 6 | Refilling with selected excavated earth other than M-Sand complying with relevant standard specifications for refilling in foundation and basement including spreading in layers not exceeding 15cm thick, watering and consolicaton by hand ramming, etc complete in all respects as directed by the departmental officers |
| 7 | Cement concrete 1:4:8 (one of cement, four of M-sand and eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers. |
| 8 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers. |
| 9 | Filling in foundation and basement with Quarry dust in layers not exceeding 15 cm thick well watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry dust etc., complete in a respects as directed by the departmental officers |
| 10 | Providing and laying in position, Standardized Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and downgraded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticizer super plasticizer) 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 gril 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 the departmental officers. 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) In All floors. |
| 11 | Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and shuttering wherever required 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., completein all respects as directed by the departmental officer. (for column footing, Grade beam / Plinth beam) |
| 12 | 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., completein all respects as directed by the departmental officer. (For Slabs, Lintels & Lofts) |
| 13 | 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 completein all respects as directed by the departmental officer. (Sunshade/Window/Boxing / column) |
| 14 | Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes) |
| 15 | Brickwork in cement mortar 1:5 (One of cement and five of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in foundation and basement including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer. |
| 16 | Brick work in cement mortar 1:6 (One of cement and six of M-sand) using Fly Ash bricks of Minimun size 23cm×11cm×7cm for super structure in the following floors including fixing the frames of doors and windows, scaffolding, proper setting curing etc, complete in all respects. |
| 17 | In Stilit floor |
| 18 | In First floor |
| 19 | In Second floor |
| 20 | In Third floor |
| 21 | In Fourth Floor |
| 22 | In Fifth Floor |
| 23 | In Sixth Floor |
| 24 | In Terrace Floor |
| 25 | Masonry work using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:6 (One of cement and Six of M-sand) of size 600mm X 200mm X 200mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers. |
| 26 | In Stilit floor |
| 27 | In First floor |
| 28 | In Second floor |
| 29 | In Third floor |
| 30 | In Fourth Floor |
| 31 | In Fifth Floor |
| 32 | In Sixth Floor |
| 33 | In Terrace Floor |
| 34 | Masonry work using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:5 (One of cement and Five of M-sand) of size 600mm X 200mm X 100mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers. |
| 35 | In First floor |
| 36 | In Second floor |
| 37 | In Third floor |
| 38 | In Fourth Floor |
| 39 | In Fifth Floor |
| 40 | In Sixth Floor |
| 41 | Brick Partition wall 7cm thick in cement mortar 1:5 (one of cement and five of M- sand) using Fly Ash bricks of minimum size 23cm x 11cm x 7cmincluding fixing the frames of doors and windows, scaffolding and proper setting, curing, finishing etc., complete as directed by the departmental officers (For Cubboard Wall). |
| 42 | In First floor |
| 43 | In Second floor |
| 44 | In Third floor |
| 45 | In Fourth Floor |
| 46 | In Fifth Floor |
| 47 | In Sixth Floor |
| 48 | Providing 7.5 cm thick stair case parapet wall using using Fly ash bricks of size 230x110x70mm 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 the departmental officers. (In All Floors) |
| 49 | Plastering the walls with Cement Mortar 1:5 (One of cement and five of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers. |
| 50 | Special ceiling plastering for 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, complete in all respect as directed by the departmental officer. |
| 51 | Plastering with cement mortar 1:3 (One of cement and three of P-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers. |
| 52 | Plastering with cement mortar 1:4 (One of cement and Four of P-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers. |
| 53 | Supplying of Door Frame of following Size with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split ends one coat of red oxide primer / Chemical arcylic, Fabrication and Supply of 35mm thick solid core flush door with teak ply on one side and commercial ply on other side with teak wood liping al round with iron oxidized hinges, tower bolts 12" 2 nos with receiver, Al drop 30 cm and handle 1 no for door of followingsize |
| 54 | For 1.00 m X 2.10 m |
| 55 | Supplying of Door Frame of following Size with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split ends one coat of red oxide primer / Chemical arcylic, Fabrication and Supply of 35mm thick solid core flush door with teak ply on one side and commercial ply on other side with teak wood liping al round with iron oxidized hinges, tower bolts 12" 2 nos with receiver, Al drop 30 cm and handle 1 no for door of followingsize |
| 56 | For 0.90m X 2.10 m |
| 57 | Supplying and fixing of solid pvc door shutter using19gauge 19mmM.S square tube for styles outer frames15mm for M.S square tubes for toplock top and bottom rails. the steel tubesshall be covered with5 mmthicksolid pvc sheets shutter for panelling shall rigidity fixed in positition including necessary furniture fittings.THe over all size of styles shall be 50mmX30mm. The over all stylesof top rails bottom railsshall be 75mmX 30mm. The over all size of framesshall be 50mmx 45mm with suitable rebate shutters.size 750X 2100mm |
| 58 | Supplying and fixing ofUPVC (unPlasticised Polyvinyl Chloride) Casement / Openable / Fixed windows made out of upvc profile section of size 74mm x 60mm as outer frame having outer wall thickness of 2.3mm (+/-0.3mm) and3 box multi-champer hollow construction. the shutter of openable window shall be made of size 74mm x 50mm having outer wall thickness of 2.3mm (+/-0.3mm) with a fixed mullion of size 72mm x 60mm having outer wall thickness of 2.3mm (+/-0.3mm). All section of frames, sash and mullion shall be reinforced, wherever required and at the hardware fixing location with galvanized mild steel section of 1.2mm thick. All the corners / mullion joints of the frame & sash shall be mitered cut and fusion welded without any mechanical joining. All welded joints are to be neatly trimmed & feauture grooved nib finish so as to make the finished products free from all sharp edges. The window frame shall have rain water drainage holes with cap to drain the water. the shutter has to be provided with suitable upvc beading for glazing of 4mm pinhead glass (Single glass beading 24mm x 16mm), duly cut at correct degree & fitted with EPDM weather sealed gaskets.The window system shall have the space to fix the grill within theouter frame and which is made of MS STEEL 10mm. |
| 59 | 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 the departmental officers (All floors). The ventilator should be got approved from the departmental officer before use on work, etc., complete in all respect as directed by the departmental officer. |
| 60 | Supplying and fixing in Position White / Colour Glazed model European water closet of best quality and approved make with 100 mm "P" or "S" trap connecting with CI pipe of100 mm dia / PVC pipe of 110 mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinge including cost of white cement for packing spun yarn, teak wood plug, 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 fitting, such as 15 mm 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 fitting such as 15 mm, brass connections, 15 mm GM Wheel valve, 15mm bras nipple (2 nos) 15mm nylon connections, 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 specification (The EWS and flushing tank with all accessories should be got approved by the Executive Engineer before us one week) floor fitting |
| 61 | Supplying and fixing of Oriya type water closet 45cm with "P" or "S" trap (White glazed) earthern ware best (IN ALL FLOORS OTHER THAN GROUND FLOOR) including concrete packing fixingfilling the sink portion with brick jelly lime concrete 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of lime (no sand) using 20mm size broken brick jelly and plastering the top of flooring with cement mortor 1:4 (one of cement and four of sand) 12mm thick including plastering the sides of sink portion in cement mortor 1:3 (One of cement and three of sand) 12mm thick mixed with water proofing compound 4 lbs/cft in cement applying one coat of britex solution including curing for the sides and bottom of the sink portion, curing etc., complete in all rspects as directed by the departmental officers. |
| 62 | Supplying and fixing Cuddapah slab planks of various sizes of 20mm thick both side polished Cuddapah planks including fixing in position , finishing curing etc., complete in all respects as directed by the departmental officers in all floors. |
| 63 | 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 compacted and well beaten to 80mm by using wooden hand beaten of weight not exceeding 2 kg hand beating during liberally with lime water and a small proportion of solution prepared by soaking water in dry nut of kadukka and giving required slope and thickness of roof etc. as directed by the departmental officers. |
| 64 | 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 P-sand) mixed with water proofing compound at 2% weight of the cement and pointed with the same l mortar etc., complete in all respects. |
| 65 | White washing two coats using clean shell lime including the cost of lime, gum, brushes and scaffolding etc., complete in all respects as directed by the departmental officers |
| 66 | Painting the walls with two coats of approved cement paintover one coat of primaring coat of cement paint including the cost of paint, brush, scaffolding etc., complete in all respect as directed by the departmental officers. |
| 67 | Painting the flush doorshutter of doors with Two coat of first class synthetic enamel paint of approved quality and colour including the cost of paint brushes and scaffolding etc., complete as directed by the departmental officers |
| 68 | Painting the new iron works of door with one coat of firstclass synthatic enamal paint of approved quality and colour including the costof paint brushes and scaffolding etc., complete as directed by the departmental officers. |
| 69 | Supplying and fixing of 110 mm & 75mm dia UPVC soil pipe of 6kg/cm2 of approved quality ISI 13592/1992 with ISI Monogram packing the joints with hempyarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrisive paint including testing etc., complete in all respects. |
| 70 | 110 mm UPVC pipe |
| 71 | 75 mm UPVC pipe |
| 72 | Supplying and fixing of UPVC SWR pipe of 6 kg/cm2 of approved quality confirming to IS 13592(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 the departmental officers |
| 73 | 110 mm Dia of Pipe Type B |
| 74 | 75 mm Dia of Pipe Type B |
| 75 | Supply and fixing of110mm dia PVC rain water down fall pipe 4kg/cm2 with 2 nos of PVC bend & pipes with necessary clamps couplers gratings teakwood plug etc., complete including fixing in proper position with solvent cement etc., including making good of the dismantled portion complete to the relevent standard specification etc., complete in all respects as direrct by the departmental officers SWR pipe type A |
| 76 | Supplying, laying the following PVC SWR specials (IS14735/1992) including jointing with solvent cement, properly to gradient including excavating and refilling the trenches and curing the cement joints and testing etc., complete in all respects as directed by the departmental officers. |
| 77 | 110mm dia PVC vent Cowl |
| 78 | 110mmdia single Tee with door |
| 79 | 110mmshoe |
| 80 | 75mm dia singleTee with door |
| 81 | 75mmshoe |
| 82 | 75mm dia PVC vent Cowl |
| 83 | 100X75mm dia PVCnahini trap |
| 84 | Supplying the following dia pvc pipes of approved quality confirming to IS4985/1988 and fittings of size as follows |
| 85 | 40mm dia upvc pipe inlet pipe |
| 86 | 32 mm dia upvc pipe |
| 87 | 25mm dia upvc pipe From parapet to tenement line (vertical) ( one pipe for two tenements) |
| 88 | 20mm dia upvc pipe ( inside the tenements) |
| 89 | Supplying the following dia pvc specials of approved quality confirming to IS4985/1988 and fittings of size as follows |
| 90 | 40 mm dia upvc coupler |
| 91 | 40 mm dia upvc elbow |
| 92 | 40 mm dia upvc tee |
| 93 | 32 mm dia upvc coupler |
| 94 | 32 mm dia upvc elbow |
| 95 | 32 mm dia upvc tee |
| 96 | 25mm dia upvc coupler |
| 97 | 25mm dia upvc elbow |
| 98 | 25mm dia upvc tee |
| 99 | 20 mm dia upvc tee |
| 100 | 20 mm dia upvc coupler |
| 101 | 20 mm dia upvc elbow |
| 102 | 32mmX 25mm dia upvc reducer |
| 103 | 25mmX 20 mm dia upvc reducer |
| 104 | 20mmX 15mm dia upvc reducer |
| 105 | 15mm dia upvc tap screw down |
| 106 | Supply of 40mm diaGI pipes and ISS 1239 (medium) screwedat both ends and socketed both ends andcomplte in all respect as directed by departmental officers. |
| 107 | Labour charges for cutting and jointing the 40mm dia GI pipe Rigid pipe using required solvent cement with necessary specials the following die above G.L. Including fixing into wall necessary T.W. Plugs screws etc., complete in all respects as directed by departmental officers. |
| 108 | 40 mm dia GI pipe @ inlet (for two tank) Horizontal- inlet pipe |
| 109 | 40 mm dia GI pipe @ inlet (for two tank) Vertical -inlet pipe |
| 110 | Supplying of GI and GM specials confirming to ISI etc.,complete in all respects as directed by departmental officers. |
| 111 | 40 mm dia GI Elbow |
| 112 | 50mm x 40 mm dia GI Reducer |
| 113 | 32 mm GM wheel valve |
| 114 | 40 mm GM Gate valve |
| 115 | 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 M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall inCM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-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 the departmental officers. (Average Depth of .60m) |
| 116 | Fabricating, supplying and fixing of M.S. safety steel grills for Balcony parapet,Corridor end parapet,Staircase midlanding parapet and corridor duct parapet including one coat of primer with red oxide of good quality etc.,Complete in all respects as directed by the departmental officers. |
| 117 | Supplying and Dadoing of the walls with first quality Glazed tiles of size 450mm x300mm x 6mm of approved qualitylaid in cement mortar 1:2, 10mm thick and pointing with white cement neatly as directed by the departmental officers etc., all complete. |
| 118 | Supplying and laying with ceramic tiles anti skid ofapproved colour and design of size 300mm x 300mm x 6mm thick and laying over bed of cement mortar 1:3 ( one of cement and three of sand ) 20 mm thick including cutting and laying and pointing with same coloured cement and providing skirting to the required size ( 4" or6 "etc,. complete as directed by the Engineer. |
| 119 | Plastering with CM 1:4 (One of cement and four of sand) 20mm thick including providing band cornice, curing etc., complete as directed by the departmental officers |
| 120 | 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 and staircase landing slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respects. |
| 121 | Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flush withwall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch,PVCjunction box, 16gauge MS switch box 300mm x200mm x 75mm covered by laminated hylem sheet3mm thick, cement, labour and making good ofconcealed portion with suitable colour for concealed FAN point. |
| 122 | Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flushwith wall including the cost of cable, pvc pipe andspecials, ceiling rose, flush type 5ams SP markswitch,PVC junction box, 16gauge MS switch box100mm x 100mm x 75mm covered by laminatedhylem sheet 3mm thick, cement, labour and makinggood of concealed portion with suitable colour forconcealed LIGHT point. |
| 123 | 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 Switch Board Itself Sincluding 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. (Kitchen) |
| 124 | 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 the departmental officers. (SD 138) In Kitchen |
| 125 | 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 complete as directed by the departmental officers. |
| 126 | Supplying and fixing of 4 way( 6 Module) with 4No"s of MCB & 32 A DP Isolator includind labour charges etc., complete in all resspcets as directed by the departemental officers |
| 127 | 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 on 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 the departmental officers. PB to DB |
| 128 | Earthing as per ISI specification with an earth electrode of 2.1 mt class "B" GI pipe of dia not less than 40mm and with 20mm dia copper earth flatof size 125mm x 50mm x 6mm with funneling arrangements using charcoat, common salt GI reducer checj 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 respects as directed by the departmental officers. |
| 129 | Cement Concrete 1:5:12.5( one of cement five of sand and twelve and half of broken brick jelly) using 20mm size for plain cement concrete including curing finishing etc. |
| 130 | Supplying and run off 8 SWG copper wire on walls or below ground level with necessary "U" nail, earth work excavation and refilling inclusive of the cost of materials etc complete in all respects as directed by the departmental officers |
| 131 | Construction of Gully chamber 0.23 x0.23 x0.30mfollowing depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15cm thick for foundation,12cm brick work, masonry wall in CM 1:5 (one of cement and five of sand) using Fly ash bricks bricks plastered with CM 1:3 12mm thick including channelling benching and top coveredbut including earth work excavation refilling the sides of foundation in all soils expect hard rock refilling plastering complete in all respects. |
| 132 | Supplying and Fixing of cudappa slab sink of size 600mm X 450 x 200mm with 32mm dia G.I wastewater pipe & 32mm dia C.P waste coupling |
| 133 | Earth work excavation for foundation with all leadsand lifts in all soils and sub soils to the required depth as may be directed except hard rock requiring blasting inclusive of shoring strutting and bailing out water whereever necessary and depositing the surplus earth in places shown and levelling the site with all leads and lifts etc complete in all respects as directed by the departmental officers. |
| 134 | Cement concrete 1:3:6 (one of cement, three of sand and Six ofhard broken stone) using 40 mmsize hard broken stone inclusive of shoring, strutting, bailing out water ramming curing etc complete as directed by the departmental officers |
| 135 | Finishing the top of pavement with one course Rubber moulded paver block with 63 mm thickness in M30 concrete. |
| 136 | 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 1 m dia toa depth of 3 m, 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 the Departmneal officers etc., complete in all respects. |
| 137 | Supplying , laying and jointing the following dia UPVC includinng necessary earth work excavation of trenches and refilling the same well rammed and consolidated as directed by the departmental officers. |
| 138 | 160mm dia pipe |
| 139 | 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 Fly Ash brick masonry wall inCM 1:5 (One of cement and five of sand) using Fly Ash bricks of size 23x11x7cm 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 the departmental officers. (Average Depth of .90m) |
| 140 | Construction of circularRCC manhole of 1.2minternal dia with Reinforced cement concrete wall of 15cm thickand base slab of15cm thick of 1:4:8 proportion (One of cement, four of sand and eight of hard broken granite stones ) using 40mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc., including channeling benching etc., and top covered withextra 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 |
| 141 | 0.90 M Depth |
| 142 | 1.20 M Depth |
| 143 | Open Earth work excavation for foundation withall leads and lifts in all soils and sub-soils andto the requireddepth as may be directedexcept hard rock requiringblasting inclusive ofshoringstrutting and bailingoutwaterwherever necessary depositing the surplus earthin places shown and levelling the site with allleads and lifts etc., complete in all respects asdirected by the departmental officers. |
| 144 | Initial lead of 10m and initial lift of 2 m |
| 145 | additional lift of 1m (2-3m) |
| 146 | additional lift of 1m (3-4m) |
| 147 | supplying & fixing SFRC Manhole frame and cover of followingsize of best approved quality 0.60x0.60x30 kgs.(medium duty) |
| 148 | Supplying and fixing of CI steps etc.,complete in all respects as directed by the departmental officers,. |
| 149 | Design, Manufacture, Supply and delivery, installation, Testing and commissioning of15 passenger capacity elevator with following specification confirming to ISincluding 1 year free maintenance and as directed. SS304 grade , Johnson/Kone/OTIS/Equivalent Gearless Lift WitH Machine Room Number of Lifts :1 PASSENGER :15 Persons Load / Speed :1.00 Mtr. Per Second Drive:VF Regenerative (Closed Loop) Travel:21 METER Number of floors : 6 (Stilt+ 6 UPPER FLOORS) Number of Landing Entrance:7(Stilt + 6 UPPER FLOORS) Number of Position :1 (ONE), IN FRONT ONLY of Car Entrence Lift Well :1700 x 3000 mm Lift Car Inside Size :1000 x 2400MM Type or Design of Lift car :Stainless Steel - Hairline Finish - Additional Car Spec : Car Ceiling - Car Floor:Sleek ( Circular Lights ) - S.S. Finish - PVC Car Fittings:Indirect Fluorescent Light & Regular ( Circular ) - 1 Fan Type of Car Entrence:Power Operated Centre Opening Type of landing Frame:Stainless Steel Additional Door Spece: Clear opening of Gates / Doors :800 x 2000 ( MM Wide * MM Height ) Electric Suppply :AC 400 / 415VOLTS, 3 PHASE, Special Inclusions: * Anti nuisance car call protection * overloading device * |
| 150 | Automatic rescue operation * Voice Synthesizer and Intercom * Door Open/Close button * Infra Red Door screen * Automatic Rescue Device * Overload Warning indicator * Firemans Switch * Intercom Provision withInstrument * Manual rescue operation * Auto fan cut off * Scaffolding * Lift License ForliftFurther increase of rate per floor for every additional floor Rs.1,00,000/- per floor. Comprehensive servicing and maintenance of lifts for further period of 2 years beyond free warranty period of one year from the date of commissioning of lifts will be paid at the rate of 5% of capital cost of lift. Stretcher Lift |
| 151 | Design, Manufacture, Supply and delivery, installation, Testing and commissioning of10 passenger capacity elevator with following specification confirming to ISincluding 1 year free maintenance and as directed. SS304 grade , Johnson/Kone/OTIS/Equivalent Gearless Lift WitH Machine Room Number of Lifts :1 PASSENGER :10 Persons Load / Speed :1.00 Mtr. Per Second Drive:VF Regenerative (Closed Loop) Travel:21 METER Number of floors : 6(Stilt+ 6 UPPER FLOORS) Number of Landing Entrance:7(Stilt + 6 UPPER FLOORS) Number of Position :1 (ONE), IN FRONT ONLY of Car Entrence Lift Well :1700 x 2000 mm Lift Car Inside Size :1300 x 1350mm Type or Design of Lift car :Stainless Steel - Hairline Finish - Additional Car Spec : Car Ceiling - Car Floor:Sleek ( Circular Lights ) - S.S. Finish - PVC Car Fittings:Indirect Fluorescent Light & Regular ( Circular ) - 1 Fan Type of Car Entrence:Power Operated Centre Opening Type of landing Frame:Stainless Steel Additional Door Spece: Clear opening of Gates / Doors :800 x 2000 ( MM Wide * MM Height ) Electric Suppply :AC 400 / 415VOLTS, 3 PHASE, Special Inclusions: * Anti nuisance car call protection * overloading device |
| 152 | * Automatic rescue operation * Voice Synthesizer and Intercom * Door Open/Close button * Infra Red Door screen * Automatic Rescue Device * Overload Warning indicator * Firemans Switch * Intercom Provision withInstrument * Manual rescue operation * Auto fan cut off * Scaffolding * Lift License Forlift Further increase of rate per floor for every additional floor Rs.1,00,000/- per floor. Comprehensive servicing and maintenance of lifts for further period of 2 years beyond free warranty period of one year from the date of commissioning of lifts will be paid at the rate of 5% of capital cost of lift. 10 Persons Passenger Lift Car Size |
| 153 | Supplying the 50mm UPVC pipes for plumbing works in building works as per table II specification IS 13592-1992 in standard length of 6 m each with one coupler at free of cost for every standard length of pipe. ( Below The Ground Level ) |
| 154 | Labour charges for laying and jointing UPVC rigid pipes and specials for the following outer dia Below Ground Level including cutting the pipes wherever necessary and jointing with solvent cement including earthwork excavation for laying the pipes and ref |
| 155 | 50mm UPVC pipe |
| 156 | Supply and fixing the following dia upvc specials of approved quality confirming to IS4985/1988 and fittings of size as follows |
| 157 | 50mm UPVC bend |
| 158 | 50mm Tee |
| 159 | 50mm Coupler |
| 160 | Reducer 50mmx40mm |
| 161 | Supplying the GI pipes to IS 1239 screwed at both ends and socket at one end "B" Class etc,. Complete as directed by the department officers. |
| 162 | a) 50mm dia GI pipe |
| 163 | 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 tar |
| 164 | a) 50mm dia GI pipe |
| 165 | Supplying the following dia.GI specials of approved quality |
| 166 | 50mm Dia GI coupler |
| 167 | 50mm dia. GI elbow |
| 168 | 50mm dia GI bend |
| 169 | 50mm dia GI Tee |
| 170 | 50mm dia GI Union (sump) |
| 171 | 50mm dia GI hex nipple |
| 172 | 50mm x 40 mm Reducer |
| 173 | GST @ 18 % |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
