Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 CrAccepted-AOC | ₹9.0 Cr | L1 | Accepted-AOC Lowest amount than L2 tenderer |
| 2 | L2₹9.6 Cr+₹63.9 L (7.12%)Rejected-Finance NO 5 2 28B RAMAN NAGAR SALEM MAIN ROAD METTUR DAM SALEM DISTRICT 636 403 | SALEM | TAMIL NADU | 636403 | ₹9.6 Cr+₹63.9 L (7.12%) | L2 | Rejected-Finance Higher than L1 tendere |
Tender Value
Refer Docs
EMD Value
₹15 L
Closing Date
2 Nov 2022, 2:00 pmClosed
Chief Engineer Civil DRIP
TANGEDCO IIInd Floor Eastern wing NPKRR Maaligai 144 Anna Salai Chennai 600002
Dam Rehabilitation and Improvement Works at Moyar Fore bay Dam in Kundah Generation Circle Nilgiris District Tamilnadu Under World Bank Funded schemes Drip II
2022_EBMDB_253417_1
DRIP IICE-C-DRIP-PD-SPMU-NCB No.04-2022-23
Open Tender
Civil Works
Item Rate
540 days
Moyar, Nilgiris
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹15 L
Yes
17 Feb 2024
30 Sept 2022
2 Nov 2022
30 Sept 2022
2 Nov 2022
30 Sept 2022
Amount
Removal of bushes and vegetations on the both flanks of the Dam, Flume disposed away from site including cost of all materials, labour, lead, lift, etc complete.
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc., complete, complying with standard specifications in the fencing post foundation, Gate piller, Ramp, steps, plinth protection wall, Rapid sand filter and seepage portion of the earthern bund @110M from intake structure.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver sin Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 on the Entire Camp area and main gate to IB, office building.
Providing and applying of Tack coat using Bituminous Emulsion at the rate of 2Kg per 10Sqm over the BT surface in approach to Dam and Maravakandy Camp near main road including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.on the Entire Camp area and main gate to IB, office building.
Providing and laying 50mm consolidated thick bituminous macadam using 0.20cum fo 26.50- 13.20mm, 0.43cum of13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 / VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and consolidated by8- 10 tonne Vibratory / Pneumatic Roller to the required density etc.,including labour forattending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all including fuel and all other incidental charges for theon the Entire Camp area and main gate to IB, office building. alround and approach to dam on both flanks etc.,complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17cum of 9.50- 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 / VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 4 0mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler ,tipper trucks, Paver Finisher / 9 m paver finisher, Vibratory / Pneumaticroller and all other tools and plant required, including fuel and all other incidenta lcharges for the on the Entire Camp area and main gate to IB, office building. alround and approach to dam on both flanks etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and placing in position Plain Cement Concrete 1:3:6 using broken hard granite coarse aggregate size of 40mm and down graded including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications in the fencing post foundation, Gate piller, Ramp, steps, plinth protection wall, Rapid sand filter.
Providing and placing in position Plain Cement Concrete 1:2:4 using broken hard granite coarse aggregate size of 20mm and down graded on kerb wall, catch drain, approach road, protection wall including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour, shuttering charges, etc., complete as per the direction of the Engineer and complying with standard specifications in fencing post foundation, Gate piller, Ramp, steps, plinth protection wall, Rapid sand filter.
Supplying, fabrication and erection of structural steel of 75mm X75mm x8mm for placing of verical and strut post post for chain link fencing and other structural work for Name Board including cost of binding wire and lead, lift etc., complete.
Supply and fixing of GI Chain link fencing 10 gauge of approved make and standard size of 50 x 50mm of the Dam including cost of all materials lead,lift, aligning, labour charges etc., complete.
Supply and fixing alignment in position of main gate 1 No. and 1 no. wicket gate of suitable size with MS structural steel for the Dam enterance and flume exit point including cost of all materials lead,lift, aligning,painting with primar coat, transport, labour charges etc., complete. as per the direction of the Engineer and complying with standard specifications.
Flush pointing in cm 1:3 on the RR masonry joints including cost of all materials with all leads, lifts, labour and curing etc., complete complying with standard specification and as directed by engineer incharge of work in the catch drain on the D/S side of right flank area.
Cutting and removal of wind fallen tree on the approach to earthen bund and left flank approach to dam on the exits point of flume and disposed away from the site as per the directed by the Engineer in charge of the works as per technical specification including cost of labour, hire charges etc,. complete.
Supplying and filling with red/ well gravel locally available within a lead of 40 Km for forming the damaged bund with necessary original slope as per the drawing and watering, compacted to an average density equal to 100% of standard protector density subject to a minimum density equal to 98% including cost of all material, transportation, with water & rolling by hand roller, lead, lift, labour etc complete complying with standard specification and as directed by engineer incharge of work.
Plastering with cm 1:3, 12 mm thick For steps on upstream side Right flank and For steps on downstram side left flank including cost of materials, labour, lead,lift, curing, etc complete
Rough Stone dry packing a thickness of 300 mm for aprons and revetment with filter materials such as Gravel,Sand and crushed stone to a thickness of 150 mm on the U/S side Left flank of the dam, watering,consolidation and cost of materials labour leads, lift, etc complete
Sectioning and trimming, the side slope of bank and laying red earth upto 7.50cm thickness along the both sides of Road compacted to an average densityequal to 100% of Standard Protector Density subject to a minimum density equal to 98% and standard specification including cost of all lead,lift,labour,transport and as directed by the Engineers incharge of the site.
Removing and repacking the existing RR pitching stone with filling materials such as Gravei,sand and crushed stone to a thickness of 150 mm for dislocated portion of revetment on upstream side left flank including watering, consolidation and Labour charges as per the standard specification etc., complete.( Excluding cost of revertment stone).
Providing and placing in position Reinforced Cement Concrete 1:1 1/2:3 for Right flank of Spill way floor using broken hard granite coarse aggregate size of 20mm and down graded including placing in layers and vibrating, curing, finishing the surface with shuttering all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications.
Supplying, fabricating and placing in position of RTS rods of required size for all reinforced cement concrete works including cost of binding wire, steel rods, conveyance charges, cutting, bending, tying with all lead, lift and labour charges etc., complete, complying with standard specifications and as directed by the Engineer at site.
Drilling holes of 32mm dia to a depth of 1m in rock for providing 25mm dia grip rods for on the D/S side of the Spillway including cost of drilling, labour, lead and lift etc, complete.
Supplying and Providing 25mm dia RTS grip rods for the ridge weir of the Stilling Basin including cost of all materials, Cutting, bending and fixing in position and grouting with cement slurry with all lead and lift etc., Complete.
Supplying, fabrication and erection of Gauge plate made of structural steel frames of width 30cm, cutting, welding, fixing in position, etc., painting two coats of enamel over one coat of primer, fixing 30cm width of Procelin Gauge plate of required thickness in the frame, stickering for reading the levels, fixing on the dam as instructed by the Engineer at site, including cost of all materials, labour, lead, lift transportation, etc., complete.
Removal of deposited silt by depolying earth moving machinery from the reservoir intake & Flume exit portions, transporting to a lead of 2 KM, depositing the exacavated silt at stack/ disposal point, levelling the site and jungle clearance wherever necessary, loading and unloading charges including water diversion works, forming temporary approaches and dewatering, etc., complete.
Racking the existing crack on the concrete Dam upstream side for a depth of 25mm and re-pointing with special mortor (Epoxy treatment) 25mm thick over the racking area using cement mortor 1:3 on the damaged portion as per specification including cost of all materials, machinery, labour, hire charges of machineries transportation with all leads and lifts and any other incidental charges as directed by the Engineer in charge
Colour washing using exterior and interior emulsion two coats over one coat of Primer to the outer side of the dam parapet wall & building structrures including cost of all materials, labour. T & P etc complete.
Dismantling the existing Manglore tiles in the damaged quarters including cost of labour,lead,lift and transport the debries away from the site.
Dismantling the European/ Indian type water-closet with P or Q trap and clearing the site from the existing damaged quarters including cost of all T & P ,labour etc complete.
Dismantling the Plain Cement Concrete including cost of all materials, lead, lift, Clearing away from the existing damaged quarters Transport, etc., complete.
Supplying and placing in position of pre cast concrete RCC ring 0.3m height and 1.5m dia and 50mm thickness.. (10 Nos for 1No.Pit) Inside the Septic tank / soak Pit including cost of all materials RCC Cover, leads lifts etc., complete
Dismantling the existing damaged wooden Doors, windows and ventilators are clearing away from the site (100 % damaged) and removing the debries as directed by the site Engineer from the Damaged quarters, Police guard Room and Dam maintenance office including cost of lead, lift, transport etc complete.
Providing and placing in position Rein force Cement Concrete1:1½:3 using broken hard granite coarse aggregate size of 20mm and down graded to I.S Specified in Damaged quarters and Dam maintenece office including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete but including cost of steel reinforcement as per the direction of the Engineer and complying with standard specifications.
Lintel beam
Sun Shade
Roof Slab
Providing one course of Pressed tiles of size 23x23x2 cm as weathering course set in cm 1:3, 20mm thick mixed in crude oil 10% by weight and pointed with same at mortar over a bed of brick jelly concrete in lime 80mm thick on the damaged quarters and Dam maintenece office including cost of all meterials leads,lifts,labour etc, complete complying with standard specification and as directed by engineer incharge of work.
Supplying, fabricating and placing in position of RTS rods of required size for all reinforced cement concrete works in Damaged quarters and Dam maintenece office including cost of binding wire, steel rods, conveyance charges, cutting, bending, tying with all lead, lift and labour charges etc., complete, complying with standard specifications and as directed by the Engineer at site.
Brick work in cm 1:5 using second class ground moulded chamber burnt Bricks of size 9"x4 3/8" x 2 3/4" in Damaged quarters and Dam maintenece office including cost of material transportation,consoliation,lead,lift,labour etc complete complying with standard specification and as directed by engineer incharge of work.
Plastering with cm 1:5, 12mm thick in including cost of all materials, lead, lift,labour etc., complete complying with standard specification and as directed by engineer incharge of work in Damaged quarters and Dam maintenece office.
Plastering with cm 1:3, 12mm thick for RCC surfaces in Damaged quarters and Dam maintenece office including cost of all materials, lead, lift,labour etc., complete complying with standard specification and as directed by engineer incharge of work.
Plastering with cm 1:3, 20mm thick for floor plastering in Damaged quarters and Dam maintenece office including cost of all materials, lead, lift,labour etc., complete complying with standard specification and as directed by engineer incharge of work.
Chipping the concrete and roughening the inner surface of existing damaged overhead water tank including cost of all materials, transport, lead, lift,labour charges and clearing away from the OHT tank etc., complete complying with standard specification and as directed by engineer incharge of work.
Filling the M. sand in Settling tank for Moyar Camp water supply including costof all materials transportation, consoliation, lead, lift, etc complete.
Filling the HBG 10mm to 40mm machine crushed metal in Settling tank for Moyar Camp water supply including costof all materials transportation , consoliation , lead , lift, etc complete.
Providing and placing with Non slippery Anti skid Tiles of size 305 mm x305mm x 6mm over cm 1:3,20mm thick and pointed with cement mortar in Damaged quarters and Dam maintenece office including cost of all materials, errection, testing, lead, lift, labour for cutting and fixing etc., complete and as directed by the engineer at site
Daddoing the Walls with Glazed tiles best and approved branded quality to set in cement mortar 1:3 in Police Guard room including cost of tiles and all leads, lifts, labour for finishing neatly as per standard specification - 10 Sqm including cost of all materials,errection,testing,lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site.
Paving the floor with best approved quality and coloured vertified ceramic tiles of size 24" x 24" x 6mm over a bed of CM 1 : 3, 20 mm thick pointed with white cement including finishing the joints etc complete as directed by the Engineer at site for Damaged quarters and Dam maintenece office.
Supplying & erection of 50,000 lit capacity pressure filter with all accessories, etc, complete including transporting, taxes, etc.,
White washing with two coats of white cement of approved quality for inner walls and celling in Damaged quarters and Dam maintenece office, Police guard room and gauge reader room including cost of all materials, leads, lifts,labour etc., complete complying with standard specification and as directed by engineer incharge of work.
Inside colour washing with two coats of Acrylic Emulsion over a coat of primer after through scrapping and over two coat of water base putty in damaged quarters and Dam maintenece office, Police guard room and gauge reader room including cost of all materials, leads, lifts,labour etc., complete complying with standard specification and as directed by engineer incharge of work.
Painting two coats of approved quality of enamel paint and colour over one coat of primer for new steel doors and windows, grills etc., including cost of all materials, labour, lead, lift etc. Complete
Supplying and fixing in position of steel door of size 900x2100mm with single leaf shutter partly of MS plain sheet of 18 gauge thick and partly with weld mesh of size 7.5x2.5cm 10 Gauge with 35x35x5mm ISA for outer frame and 25x25x5mm ISA for shutter frame and bracing with 20x5mm MS Flat and providing all accessories including cost of all materials, lead, litfs,labour etc., complete as per specification drawing and as directed by engineer incharge of work.
Supplying and fixing in position of steel window of size 1200x1200mm with MS square bars fully covered with weld mesh grill of size 7.5x2.5cm 10 Gauge with 35x35x5mm ISA for outer frame and 25x25x5mm ISA for shutter frame and bracing with 20x5mm MS Flat with shutters of MS plain sheet of 18 gauge thick and providing all accessories including cost of all materials, lead, litfs,labour etc., complete as per specification drawing and as directed by engineer incharge of work.
Supplying and fixing in position of steel ventilator of size 1000x300mm with MS square bars fully covered with weld mesh grill of size 7.5x2.5cm 10 Gauge with 35x35x5mm ISA for outer frame and 25x25x5mm ISA for shutter frame and bracing with 20x5mm MS Flat with of glass 4mm thick leaves and providing all accessories including cost of all materials, lead, litfs,labour etc., complete as per specification drawing and as directed by engineer incharge of work.
Supplying of 30 HP Submergible motor pump with all accessories to draw water upto 3m head and errection testing commisioning including cost of all materials, lead, litfs,labour etc., complete as per specification and as directed by engineer incharge of work
Supply and fixing of 450 mm sweep Exhaust fan complete with stepped electronic 300 W regulator with 1 mtr down rod with fan clamp with side plates and cross arm size 450mm (Data arrived as per (SD 102) including cost of all materials, conveyance charges with all lead, lift and labour charges etc., complete, complying with standard specifications and as directed by the Engineer at site for existing quarters.
Providing and supplying of 25 lit capacity Water Heater of approved quality (Bajaj or Venus) including cost of all materials, conveyance charges, with all lead, lift and labour charges etc., complete, complying with standard specifications and as directed by the Engineer at sitefor existing quarters.
Supplying and laying of 4" HDPE 6Kg/cm2 hose pipe with necessary specials including cost of all materials, lead, lift etc. Complete for existing quarters.
Supplying and laying of 3" HDPE 6Kg/cm2 hose pipe with necessary specials including cost of all materials, lead, lift etc. Complete for existing quarters.
Supplying and laying of 2" HDPE 6Kg/cm2 hose pipe with necessary specials including cost of all materials, lead, lift etc. Complete for existing quarters.
Supplying and laying in position of GI pipe line of 32mm dia medium class ( B class) of TATA make or equivalent conforming to IS 1239 as directed by the Engineer in charge for water supply arrangements outside the Building including cost of all materials, specials such as Tees, bends, Couplings, screws cutting , threading, joining, specials, TW plugs, packing and wrapping the pipe laid underground with hessian cloth and tarring and fixing the pipe above ground to walls with galvanized iron clips lead, lift etc., complete - 30M complying with standard specification and as directed by engineer incharge of work for existing quarters.
Supplying and laying in position of GI pipe line of 20mm dia medium class ( B class) of TATA make or equivalent conforming to IS 1239 as directed by the Engineer in charge for water supply arrangements outside the Building including cost of all materials, specials such as Tees, bends, Couplings, screws cutting , threading, joining, specials, TW plugs, packing and wrapping the pipe laid underground with hessian cloth and tarring and fixing the pipe above ground to walls with galvanized iron clips lead, lift etc., complete - 30M complying with standard specification and as directed by engineer incharge of work for existing quarters.
Supply and fixing of 4Kg/cm2 pvc pipes of 110mm dia including cost of all materials, lead, lift, labour for cutting and fixing etc., complete and as directed by the engineer at site for existing quarters.
Supply and fixing of chromium coated Bib cock of 20mm dia of approved quality including cost of all materials, lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site for existing quarters.
Supplying and fixing Indian water closet of size 530x410mm Parry Ware make or Equivalent of approved quality and colour with ‘P’ or ‘S’ trap conforming to IS 2556-Part XII with 10 lit capacity PVC low level Cistern tank, packing the joints of the closet with the traps with asbestos rope using cement mixed with approved water proof compound, laying the closet over sand cushion and forming flooring around the closet using 40mm broken jelly in lime concrete 1:2:5 (One part of Lime, two part of sand and five part of brick jelly) of 100mm thick and finishing the top to required slope, connecting to soil pipes by dismantling the brick masonry/RCC slab making good the disturbed portion to original condition and finished water tight without leakage complying with standard specification as directed by the Engineer in charge including cost of all materials, Transporting, all labour, lead, lift, , T&P etc., complete for existing quarters.
Supply and filling of 40 mm down graded metal for dispersion Trench including cost of all materials,errection,testing,lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site for existing quarters.
Supplying of providing aof 25mm gun metal gate valve (hevey duty) including cost of all materials, errection, testing, lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at sitefor existing quarters.
Supplying of providing aof 40mm gun metal gate valve (hevey duty) including cost of all material s,errection,testing,lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site.
Supplying of providing 100mm dia Gun metal NR Valve (heavy duty) of reputed make including cost of all materials, transport, errection,testing,lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site for existing quarters.
Supplying and fixing in position Wash Basin colour with pedestal of size 550 x 400 mm of approval quality and make (parryware or equivalent ) with C.P piller tap,(Metro) C.P.waste coupling ,PVC waste pipe ,angle cock,nylon connection hose and brass nipple,fixing the wash basin in the wall using brackets,given nessary water connection including cost of all materials,errection,testing,lead,lift,labour for cutting and fixing etc., complete and as directed by the engineer at site for existing quarters.
Wiring with 2 x 1.50 sq.mm. (22/0.3) PVC insulated cu unsheathed cu. conduit of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150x100x113 mm TW switch box for 5 A pin non interlocking CS plug with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC plug point as approved by the Engineer in charge including cost of all materials leads, lifts, etc., complete for existing quarters.
Supply and wiring with 2 x 4 sq.mm (56 / 0.3) PVC insulated SC. Unsheathed Cu. conductor cable of 1100 V grade in suitable pipe on wall and ceiling with PVC accessories with 150 mm x 100mm x 63mm TW switch box for 15A 3 pin non inter locking CS plug etc of reputed make with ISI standard with painting of suitable colour with connection of 14 SWG TC wire for open PVC Power plug point to the satisfaction of the Engineer at site including the cost of materials, labour, lead, lift, etc., complete for existing quarters.
Supply, erection, testing and commissioning of single box type 4' 40 W flu. fitting complete with Electronic choke of Phillips/Crompton make with ISI standard and condenser with TW round blocks on wall or ceiling with flu. tube with PVC unsheathed copper leads from terminals to the fitting to the satisfaction of the Engineer at site including the cost of materials, labour, lead, lift, etc., complete for existing quarters.
Wiring with 2 x 1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conduit cables of 1100 V grade in suitable PVC rigid pipe in wall and ceiling with PVC accessories and with TW switches and 5 A FT switches painting of sutable colours with continuous earth wire connection of 14 SWG TC wire for open PVC light / fan point (for electronic regulator)as approved by the Engineer in charge including cost of all materials leads, lifts, etc., complete for existing quarters.
Supply and fixing of 4 way single pole MCB sheet enclosure distribution board 1 No 40 amps DP isolator as incoming and 6 nos 6 to 32 Amps SP MCB out going with earth connection.The MCB DB and MCBs should be with ISI mark) SD 167 for existing quarters.
Earthing as per TNEB standard with an earth electrode of class B GI Pipe dia not less than 32mm dia, 2.1 mtrs length complete with necessary masonary work including cost of materials, labour, lead,lift,etc., complete for existing quarters.
Supply and fixing of angle holder, 18 Watts CFL bulb with fancy glass shade including cost of materials, labour, lead,lift,etc., complete for existing quarters.
Supply and fixing of TNEB meter board with 0 - 32 Amps single phase energy meter suitable for 32 Amps single phase service connection with 32 Amps Fuse Unit (500 V)32 Amps neutral link and earth link (1" x 1/8" copper flat)on teak wood plank of size 375mmx300mmx19mm with supporting TW reepers of 1" thickon either side with painting with suitable bolt & nuts for fixing the TW plank on wall with earth connection with 7/20 PVC insulated copper wire from EB meter to fuse unit and fixing of energy meter including the cost of materials, labour, lead,lift,etc.,complete for existing quarters.
Supply and run of 2 of 6 sq.mm (84/0.3) PVC insulated multi stranded SC unsheathed cu.conductor of 1100 V grade on 25mm dia GI pipe (class B) suitably bend at both ends with necessary angle iron up upright and end supports for TNEB mains including the cost of materials, labour, lead,lift,etc.,complete..(SD 68) for existing quarters.
Supply and fixing of 1200 mm sweep AC ceiling fan complete with stepped electronic 300 W regulator with 1 mtr down rod with fan clamp with side plates and cross arm size 450mm(Data arrived as per (SD 106)
Supply and fixing of new single stem musical note rubber seal of size 40mm or suitable size with good quality rubber and adequte hardness for all four sides of Scourvent gate using new SS cover plate, bolt & nuts washer,etc., complete after removing the old damaged rubber seal,seal cover plate,bolt and nuts,etc., complete using gas cutting machineries and special tools & tackles without damaging the parent body of the gate and throughly cleaning the surface of the seating area as per the instruction of Engineer at site and also arresting the gate leakage to the permisible limit including the cost of materials, labour charges,lead,lift,etc.,complete and less the cost of retrieved materials.
Overhauling and reassembling of guide rollers,pulleys etc., complete of Intake gate using whatever suitable size/type spare required such as bearings ecentric pin,seal ,aluminium bronze bush, spacer plate,gasket,spring etc., with good quality as per IS for ensuring the trouble free operation of the above said parts as per the instruction of Engineer at site including the replacement of wornout parts,cost of dismantling,all materials,labour charges,lead,lift, etc.,complete and less the cost of retrieved materials.
Over hauling and reassembling of the Gear box, gear coupling, pinions,rope drums, etc., of Intake gate complete using whatever suitable size spares of IS standard are required if any parts got damged in it and then bring the entire Gear box assembly into service for trouble free operation as per the instruction of the Engineer at site,including cost of dismantling,all materials,labour charges,lead,lift etc., complete and less the cost retrived materials
Over hauling and reassembling of the Scorvent Gate and its Screw rod hoisting mechanism entire assembly such as bushes, operating rod, supporting brackets etc., complete using whatever suitable size spares of IS standard are required if any parts got damged in it and then bring the entire operating mechanism into service for trouble free operation as per the instruction of the Engineer at site,including cost of dismantling,all materials,labour charges,reconditioning charges,lead,lift etc., complete and less the cost of retrieved materials.
Cleaning the steel wire rope manually and applying cardium compound(Servo coat 120/140/190) for the steel wire rope of Intake gate and cleaning the floor area free from spilled rope grease after completion of re-greasing including the cost of materials, labour, lead, lift etc., complete.
Replacement of the corroded Trash rack panels and it's supporting structure across flume for moyar fore bay dam using ISMB 250x125 as vertical & Cross support,using ISMB200x100 as Horizontal support,using ISA65x65x8 as Frame of gratings and using ISF 75x10 as gratings inner member, using ISA65x65x8 as pannel horizontal support and for base plate using MS plate10mm thick and using MS rod 20 mm dia & fastners for embedded materials for the Horizontal & vertical support and also rigdly fixed at both ends of the trash rack in to the stone wall including reduction of realisation of scrap which is to be taken away by the contractor as per the instruction of Engineer at site including cost of dismantling the existing trashrack pannels,all labour charges,erection charges, transporting charges,loading and unloading charges etc.,complete.
Supply,fabrication and erection of walk over platform and handrails over the trash rack area across flume exit location for moyar fore bay dam using ISMB 300x140 as vertical & horizontal support,ISMC100x50 as cross bracing, 6 mm thick MS Plate for stiffners ,ISA50x50x6 as main frame for laying gratings & vertical support for handrail,ISA40x40x6 as gratings outer frame,ISF 25x8 as gratings inner member and ISA 75x75x6 as vertical support, MS pipe 1 ½ '' dia, 3mm thick as horizontal support for handrail ,ISF 65x10 as toe guard,etc., complete as per the instruction of Engineer at site including cost of all labour charges,transporting charges,concrete chipping charges, concreting works, loading and unloading charges etc.,complete .
Supply, fabrication and erection of additional new trashrack panel arrangements and its supporting structures infront of existing trashrack panel of Intake gate for operating head depth and walk way arrangements for clearing the debris using suitable structural members for trashrack panel ISMC 100 as vertical support, ISA 50x50x6 as cross bracing, ISA 65x65x8 for outer angle vertical & horizontal for panels,ISF 75x10 as trashrack inner and for walk way arrangements ISMB 300x100 as horizontal main support, ISMC 100 as vertical bottom support at both end & for Cross support, ISA 75x75x6 as cross bracing, fastners for embedded materials for the Horizontal & vertical support with 20mm dia MS rod,gratings ISA 40x40x6 as outer angle, ISF 25x8 as grating inner, for handrails ISA 65x65x6 as vertical support , horizontal support MS pipe 1 1/2" dia 3mm thickness, ISF 65x10 as toe guard and also rigdly fixed at both ends of the walk way in to the stone wall/masonary portion including all labour charges,concrete chipping charges, concreting works, erection charges, transporting charges,loading and unloading charges etc.,complete.
Painting with two coats of Epoxy coal tar with priming one coat of red oxide Zinc Phosphate primer of approved colour and quality after cleaning,scraping,and removing the old paint in the existing surface of the Intake gate & trash rack and scour vent gate as per the instruction of the Engineer at site, including cost of materials, lead, lift etc complete.
Painting with two coats of Epoxy coal tar with priming one coat of red oxide Zinc Phosphate of approved colour and quality at newly erected trash rack & walk over platform at flume exit location and additional trashrack panel in front of existing intake trashrack & its walk way arrangements as per the instruction of the Engineer at site, including cost of materials, lead, lift etc complete.
Painting with two coats of Epoxy Zinc rich Aluminum paint over one coat of Red oxide Zinc Phosphate primer after thoroughly cleaning the surface of hand rails around Intake gate's hoisting platform area completely as per the instruction of Engineer at site including cost of materials,lead,lift etc ,complete.
Supply, erection, testing, and commissioning of 415 V, 100 Amps TPN metal clad switch with rewirable fuse unit erected in a outdoor metal box of adequate size of reputed make with ISI standard with necessary supporting arrangements to the satisfaction of the engineer at site including cost of materials, labour, lead lift etc complete.
Supply, errection ,testing and commissioning of new 5HP, 400/440Volts, 980 RPM, squirrelcage induction motor with terminal box of reputed make with ISI standard at dam top by replacingthe existing failed Intake gate motor with necessary coupling arrangements for coupling the motor with existing gear box, modification/alignment of the motor with gear box etc., to the satisfaction of the Engineer at site including cost of material, labour,lead,lift etc., complete and less the cost of retrived materials.
Supply, laying, testing and commissioning of new 4 core x 6 sqmm, 1100 V, PVC insulated, armoured, multi stranded, LUG copper cable of reputed make with ISI standard , 8 SWG GI earth wire, 40 mm class 3 (6 kg/sqmm) UPVC pipe of finolex or equivalent make with ISI, UPVC fittings, 8 SWG GI wire and laying the cable in open / concealed wiring as required and excavation & refilling with cement concrete wherever necessary at dam top to the satisfaction of the Engineer at site including cost of materials, labour, lead, lift, etc., complete.
Supply, laying, testing and commissioning of new 4 core x 2.5 sqmm, 1100 V, PVC insulated, armoured, multi stranded, LUG copper cable of reputed make with ISI standard, 14 SWG GI earth wire, 32 mm class 3 (6/10 kg/sqmm) UPVC pipe of finolex or equivalent make with ISI, UPVC fittings, laying the cable in open / concealed wiring as required and excavation & refilling with cement concrete wherever necessary at dam top to the satisfaction of the Engineer at site including cost of materials, labour, lead, lift, etc., complete.
Supply, erection, testing and commissioning of new 48 watts, 230 V, LED street light outdoor fitting of Phillips / Crompton / Havells or equivalent make with ISI standard, 15' street light pole fabricated from 3" MS class B pipe for bottom 2/3 length and 2' MS class B pipe for top 1/3 length and welded with 300x300x6 mm MS base plate with four nos hole to suit 16 mm bolt, rib, supporting pipe 0.3 mtr length, outdoor terminal box of size 250x200x150 mm made of 16 SWG CRCA sheet with powder coated siemens gray painting with terminal blocks of adequate capacity and adequate gland holes at bottom , connecting the street light fitting to the terminal box with 3c x 2.5 sqmm flexible copper cable , earthing of the street light pole and providing monkey guard arrangements to avoid the damage of the fittings from monkeys using angle and weld mesh for adequate size,coping concreting of the pole at the dam top to the satisfaction of Engineer at site including the cost of materials, labour, lead, lift etc complete.
Supply, erection,testing and commissioning of new post top decorative lantern fitting of good quality suitable for 9/10 watts LED lamp of reputed make with ISI standard to be fixed at the top of the existing concret lamp post at the dam top with outdoor terminal box of size 250x200x150 mm made of 16 SWG CRCA sheet with powder coated siemens gray painting with terminal blocks of adequate capacity and gland holes at bottom and providing monkey guard arrangements to avoid the damage of the fittings from monkeys using angle and weld mesh for adequate size, connecting the fitting with 2.5 sqmm, 3 core,1100 volts, unarmoured flexible copper cable to the terminal box and closing the old teminal box opening to the satisfaction of Engineer at site including the cost of materials, labour, lead,lift etc complete.
Supply, erection and testing of new single rod maintenance free earthing electrode of ¾'', 10' length copper bonded steel rod, earth pit treatment by Ground enhancement material (GEM), terminal connection made by CADWELD PLUS or equivalent Exothermic method, interconnecting the earth pits by 8 mm dia copper bonded steel rod etc. confirming to respective IEC standard by execavation of earth pit, earth pit treatment, necessary masonary work with man hole cover, measuring the earth resistance, painting the earth pit cover with double coat green enamel paint, numbering, writing the measured earth resistance on the cover etc. near the power room to the satisfaction of Engineer at site including the cost of materials, labour, lead,lift etc complete.
Supply and fixing of new cable gland and copper socket for 4 core x 6 sq.mm LTUG cable of reputed make with ISI standard and termination of the electrical connections and gland earth connection to the satisfaction of the Engineer at site including the cost of materials, labour, lead, lift, etc., complete.
Supply and fixing of new cable gland and copper socket for 4 x 2.5 sqmm LTUG cable of reputed make with ISI standard and termination of the electrical connections and gland earth connection to the satisfaction of the Engineer at site including the cost of materials, labour, lead, lift, etc., complete.
(99 items Only) (Ninety Nine items only)
GST for bidders within TamilNadu Note : Bidders within Tamil Nadu shall enter values separately for SGST and CGST and shall enter the value as "Zero" for IGST.
GST for bidders outside TamilNadu Note: Bidders outside Tamil Nadu shall enter value only for IGST and shall enter the value as "Zero" for SGST and CGST .
Rajam Engineering Contractors
Bidder Name
Rajam Engineering Contractors
K.RAJAGOPALAN AND CO
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .