Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.2 LAccepted-AOC PLOT NO 32 FF SHIVAJI ENCLAVE NEW DELHI 110027 | NEW DELHI | NEW DELHI | DELHI | 110027 | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹64.9 L+₹51,497 (0.80%)Rejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹67.3 L+₹2.9 L (4.43%)Rejected-Finance FLAT NO 151 BLOCK NO 1 DIAMOND SQUARE CGHS LTD PLOT NO 13A SECTOR 6 DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹71.4 L+₹7.0 L (10.9%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹71.9 L+₹7.5 L (11.7%)Rejected-Finance | L5 | Rejected-Finance Not being lowest |
Tender Value
₹74.8 L
EMD Value
₹1.5 L
Closing Date
10 Dec 2019, 6:00 pmClosed
CWE (AF) Gurgaon
HQ CWE (AF) Gurgaon, Old Palam Road, Delhi Cantt-110010
SPECIAL REPAIR TO REPLACEMENT OF BER TRANSFORMERS WATER SUPPLY EQUIPMENTS E M INSTALLATIONS AND ALLIED WORKS AT AF STN CHANDINAGAR UNDER GE AF FARIDABAD
2019_MES_296471_1
CWE/GGN/F-33/2019-20
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Faridabad
As per NIT
8 documents required · 8 mandatory
₹1,000
GE (AF) Faridabad
₹1.5 L
Yes
21 Jan 2020
9 Nov 2019
11 Dec 2019
9 Nov 2019
10 Dec 2019
25 Nov 2019
9 Nov 2019 - 2 Dec 2019
Amount
Dismantling of floor hearth and wall tilling incl mortar beding removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
Demolition of cement concrete unreinforced of any description and in any position not otherwise specifically provided for & removing of rubbish from premises of defence land complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground floors) complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard /dense soil complete all as specified and directed.
M&L for brick work with sub class "B" brick (using old size bricks)straight or curved on plain exc 6m mean radious built in cm 1:6 complete all as specified and directed.
M&L 75mm thick, Cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate, surfaces finished even and smooth without using extra cement and laid to a slope as in plinth protection complete all as specified and directed.
M&L cement concrete (1:2:4), type B-0 using 12.5mm graded stone aggregate as in benching, kerbs, mud stop, padding, rounded or chamfered on edges including form work complete all as specified and directed.
Material and Labour for PCC 1:5:10 type E2 using 40 mm graded stone aggregate as in sub base flooring complete all as specified and directed.
Hacking out old broken glass panes (any thickness size quality or description ) from wooden frame fixed with oil putty or beads area not exc 0.5 Sqm each complete all as specified and directed.
S&F Figured glass 4 mm thick, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified and directed.
Taking down cement or cement lime plaster, any description on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.
M&L 15mm thick rendering in cement mortar (1:6) on brick wall or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.
M&L Rendering 15mm thick in cement mortar (1:4) on brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. (WPC shall be paid under respective item)
M&L for rendering 5 mm thick in CM 1:3 for ceilings even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixing with water proofing compound even & smooth (WPC measured as seperately) complete all as specified and directed..
M&L Preparation of old wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint (Ordinary tint) complete all as specified and directed.
M&L for preparation of old distempered surface of walls including washing down and stopping of distempered surfaces and applying one coat of distempered oil emulsion complete all as specified and directed.
M&L for preparation of previously treated plastered surface of ceilings including cornices etc, and cleaning by brooming down and applying one coat of white wash on ceiling complete all as specified and directed.
M&L one coat of cement base paint on old walls surfaces complete all as specified and directed.
M&L two coats of cement base paint on walls over a coat of cement base primer including preparation of new plaster surfaces of walls complete all as specified and directed.
M&L for preparing New plastered surfaces and applying two coats of distemper oil emulsion including chalk whitening preparatory to distempering on surfaces of walls complete all as specified and directed.
M&L for three coats of white wash on new plaster surfaces but in ceilings complete all as specified and directed.
S&F Solid PVC door frame of size 50mm X47 mm made out of 5mm plain colour PVC sheet reinforced with MS Square tube suppling and fixing in opening as per specification & drawings in SSR Part-II complete all as specified and directed.
S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S tubes for top & bottom rails. M.S frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bootom rail on either side & as gap insert for top rail and bottom rail ; Panelling of plain colour PVC sheet to be fitted in the MS frame welded / sealed to the stiles. & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling and fixing in the frame at site as per specification complete all as specified and directed.
S&F 100mm aluminium butt hinges extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type B-21, complete all as specified and directed.
S&F non skid ceramic coloured tiles 7 to 8mm thick (squre/rectangular) area of each tile exc 0.11sqm but n.exc 0.18 sqm, in floors etc. over 15mm thick screed bed in CM 1:6 and set and jointed in neat slurry and pointed in white or coloured cement to match complete all as specified and directed.
M&L Glazed ceramic coloured/printed tiles (colour & shade as approved) of size area exc 0.06sqm but n. exc 0.14 sqm and 7-8mm thick in vertical surfaces as in skirting and dado set and jointedin neat cement slurry, over 15mm thick rendering in cement mortar (1:4) and pointed. in white cement with pigment to match the colour of tiles complete all as specified and directed.
S&F in repair grating doom 125mm dia with waste hole of PTMT (Minimum weight 40 gms) complete all as specified and directed.
S&F in repair Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed.
S & F in repair 10 ltr cxapacity PVC valveless , syphonic actoin type, flushing cistern, low level white, with inlet ball valve , float & handle including brackets complete all as specified and directed.
S&F in repair vitreous china wash basin , white flat back size 550X400 mm including brackets , 32 mm dia waste coupling of PTMT (min weight 450 gms) 25mm dia PVC waste pipe 75 cms long with necessary fixing arrangement ,fancy type pillar tap cast copper alloy with capstan head cromium heads, chromium plated, screwed down high pressure with long screwed shanks and fly nuts complete all as specified and directed.
S&F in repair vitreous china squatting pan orissa pattern , size 580X440 mm white with integral foot rest complete all as specified and directed.
S&F in repair pillar taps, Cast Copper alloy, with capstan heads, chromium plated, fency type screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and directed.
S&F in repair 20mm dia stop cock fancy type, chromium plated cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions complete all as specified and directed.
S&F in repair 15 mm bore chromium plated bib taps, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed.
S&F in repair 15mm dia stop cock cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions complete all as specified and directed.
S&F in repair PVC connections 15 mm size with PTMT nuts of length 450 mm complete all as specified and directed.
S & F in repair swivel shower of PTMT any colour of fixing with 15mm pipe (minimum weight 40 gms) complete all as specified and directed.
S&F in repair towel rail 450mm long of PTMT fixed with and including cromium plated brass screws and wooden/plastic cleats (minimum weight 170 gms) complete all as specified and directed.
S&F in repair Soap dish any type , fixed to plugs with chromium plated brass screwes complete all as specified and directed.
Taking up or down 15 mm bore steel water tubing and connections complete all as specified and directed.
S&F 15mm bore steel water tubes, medium grade, galvanised with all fittings and fixed complete to walls/ceilings or laid in trenches complete all as specified and directed.
Taking up or down 20 mm bore steel water tubing and connections complete all as specified and directed.
S&F 20 mm bore steel water tubes, medium grade, galvanised with all fittings and fixed complete to walls/ceilings or laid in trenches complete all as specified and directed.
M & L for cutting chases, pinning in, making good to facings where required and pointing in CM 1:3 to ends or edges of landings, steps, ills, sunshades, shelves, lintels, etc and cutting chases for concealed water tubing or concealed conduit wiring, etc and making good, cutting not exc 10cm girth on brick walls complete all as specified and directed.
Framed work such as doors, gates or frame for cooler stand of angle or other section with gusset plates, rails, braces etc, drilled for fixing of sheeting or other covering of door etc, to be prepared for hanging or sliding etc with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other coverings running rails and guides ) conforming to Fe 410- W( Gde E-250) quality A and hanging and fixing complete all as specified and directed.
S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410 (Gde E-165) complete all as specified and directed.
M & L for preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Demolition and breaking up drain pipe 100mm bore salt glazed stone ware/AC/PVC pipe complete all as specified and directed.
S & F 110 mm bore PVC (SWR) pipe double socketed in any length with rubber ring joints and fixed to walls complete all as specified and directed.
S & F 110 mm bore PVC branch piece, single Y equal or un equal complete all as specified and directed.
S & F 110 mm bore PVC (SWR) bends of any radius with access door complete all as specified and directed.
Taking down Chowkats or frames exceeding 1.5 Sq. M but not exceeding 4 Sq. M each (Without taking off shutters from the frame) complete all as specified and directed.
All as Srl item No 55.00 above but not exc 1.5sqm each complete all as specified and directed.
S&F flush shutters, 30mm thick solid core construction, with block board core with 3mm BWP plywood face panels both face are covered with decorative face veneer with liping/frame to match complete all as specified and directed.
S & F 35 mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut mitred beads for securing glass etc sizes of members of shutters as specified in SSR part-I section 8, clause 8.24(a) complete all as specified and directed.
S & F Second class hard wood plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed.
M &L for preparing surfaces of wood or wood based materials, steel and iron work, new or old of any description and girth not other wise described and treated with tar or coal tar black paint complete all as specified and directed.
S & F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.4 mm and fixed with tinned stacks, or galvanized wire staples complete all as specified and directed.
S&F butt hinges medium weight cold rolled mild steel and fixed 100mm complete all as specified and directed.
Supply and fix 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast Aluminium alloy complete all as specified and directed.
S & F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section complete all as specified and directed.
S&F Aluminium handles cast type anodised 150mm complete all as specified and directed.
S&F MS 300mm ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed.
M & L for aluminium alloy body and tongue and roller plate floor door stopper of 150mm size fixed with steel screws complete all as specified and directed.
M & L for preparation of New or previously untreated wood and wood based surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint (Ordinary tint) over a coat of Pink primer complete all as specified and directed.
M & L for Aluminium powder coated frame work for doors, windows, ventilators& partitions, railing etc, frame wherever required with one or more rebates including jointing cleat for fixing etc complete all as specified and directed.
S&F anodised aluminium powder coated window and ventilator shutters , side hung type / sliding without sash bars, aluminium section weighing 0.55 Kg/m including necessary joining cleats, glazing clips, ruber packing , anodised aluminum snap beading , screws, anodised aluminium fittings such as peg stays 150mm long (1nos). hinges type B-21 100mm long (2nos) suitable handle (1nos) complete all as specified and directed.
S&F 5.50mm thick, plain sheet glass ordinary quality and glazing, with oil putty or with wooden beads, in squares n.exc 0.50 Sqm complete all as specified and directed.
Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing complete all as specified and directed.
Mild steel TMT 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips qualit complete all as specified and directed.
S&F factory made precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers,shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and directed.
S&F Mild steel work like hand rails, half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc complete all as specified and directed.
All as per Srl item no 75 here in before but height exc15M but not exc 18M complete all as specified and directed.
Supply only water proofing compound approved make complete all as specified and directed.
Taking down rolling shutter exceeeding 6sqm area complete all as specified and directed.
S&F steel rolling shutters, with out ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as directed, thickness of laths is 1.25mm complete all as specified and directed. (Ball bearing will be measured & paid separately).
S&F safety lever locks mild steel with four lever Ball bearing for rolling shutters complete all as specified and directed.
S&F Ball bearing for rolling shutters complete all as specified and directed.
Surface Excavation not exceeding 30Cm deep and averaging 15Cm deep and getting out in Hard/dense soil complete all as specified and directed.
Excavation in post hole (or similar holes) each n exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface in hard/dense soil complete all as specified and directed.
Removing excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for cement concrete 1:3:6 type C1 (Using 20mm graded stone agrregate ) as in foundation of posts, railing and similar work complete all as specified and directed.
S&F mild steel roof trusses (framed), trrussed, purlins, crane gantries, rails and fastenings and heavy bracket framming (Beam,Tee, Angle, Channels or flate sections) including distance pieces, cleats etc conforming to Fe410-W (Gde-E-250) quality-A complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
S&F mild steel flat iron as wind tie for roof including necessary drilling for securing bolts etc complete all as specified and directed.
M&L for providing cement concrete 1:4:8 type D2 (Using 40mm graded stone aggregate) , 100mm thick as in sub base in floor/paving etc complete all as specified and directed.
M&L for providing cement concrete 1:2:4 type B2 (Using 40mm graded stone agg) ,100mm thick as in sub base in floor/paving etc including finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed.
M&L forming construction joints 10mm wide and 30mm deep and filled with sealing compound Grade 'B' complete all as specified and directed.
S&F 60mm thick (M-30) grade machine pressed precast rubber moulded interlocking paver block any shape and size with grey cement and pigment tiles (Coloured) of approved design & pattern as approved by GE, complete all as specified and directed.
M&L sand filling under floor on in foundation in layers not exceeding 25cm each layer including watering and well ramming complete all as specified and directed.
M&L Gunitting work for RCC work as in columns, beam, slab, perapet, chajjas etc by removing all loose concrete on the reinforcement, cleaning the surfaces with wire brushes and reinforcement with sand papers then applying apoxy paint to rusted reinforcement and S&F welded wire mesh fabric size not less than 95x95x3mm on the prepare surfaces and finally applying gunitting 30 to 40mm thick (average thickness) with pressure gun using 1 part of cement and 3 part of coarse sand incl necessary form work where even required all gunnited surface shall be brought in complete geometric figure even in the gunniting operation only complete all as specified and as directed. Note :- Where new or additional reinforcement is required the same shall be pair for separetaly of this schedule as above.
Removal of debries/broken/demolished material at a distance exc 250 mtr and n exc 500 mtr from the site incl loading and unloading to any type of vehicles complete all as specified and directed.
Taking down old roof treatment of any description including shrubs and loose concrete , bitumen , oil grease and any other material that might affect adhesion by wire brushing the surface and cleaning of the surface throughly with water and disposed off old material complete all as specified and directed.
M&L for racking out joints / pointing to brick work or brick tiles laid flat, in floors, roofs built in cement mortar complete removing of all loose dirt, mortar by wire brushing and cleaned the surface throughly with water complete all as specified and directed.
M&L for flush pointing to bricks laid flat or brick tiles in roof in cement mortar (1:4) complete all as specified and directed.
M&L for rendering 10 mm thick in CM 1:3 in concrete surfaces to be finished fair with WPC complete all as specified and directed.
Priming the surface with brushbond Roof Guard primer of FOSROC or equivalent (01 litre of brush bond Roof gurad mixed with one litre of water and applying three coats of Brushbond Roof Guard for 1mm DFT thickness @ 0.5 lit/sqm/coat, the waterproofing coating shall be Brushbond Roof Guard is a single component acrylic polymer modified, fibre reinforced high build & easy roller applied, brushable coating available in different colours for application in multiple layers, (minimum 3 layer application). Product shall have 70% minimum soild content, min 100% elongation, permeability as per BSEN 12390 part 8. The product is designed to be easily mixed on site using a slow speed drill fitted with a mixing paddle and then applied to the substrate using a brush or roller for best results complete by manufacturer's authorized applicator as per manufacturer’s specification complete all as specified and directed.
Dismantling & taking down spalled, unsound, damaged and distressed plaster/concrete by low impact high frequency hammer or by manual chipping without damaging the existing good structure, exposing the reinforcement naked if any by rubbing with wire burshes, emery cloth and disposal of debris upto a distance not exceeding 100 mtr etc. providing and applying structural grade two component solvent -free epoxy resin based bonding agent with an open time of ≥6 hrs (Nitobond EP of FOSROC, or equivalent) having shear strength 10N/mm² in 7 days. Supply and application of single component, dual shrinkage compensated fiber reinforced repair mortar Rendroc Sp 40 of FOSROC or equivalent having compressive strength minimum 45 MPa in 28 days and flexural Strength 8 MPa in 28 days, for repairing the damaged surface of concrete. Application of the products shall be by manufacturer's authorized applicator and as per manufacturer's specifications complete all as specified and directed.
M&L applying (REBAKLENS) solutions of FOSROCor equivelent on naked steel bars to achieve complete removal of rust complete all as specified and directed.
M&L for applying anti corrosive treatment : anticorrosive treatment to reinforcement by applying zinc rich epoxy based protective coating with Zinc Rich Epoxy coating like Nitozinc Primer std of Fosroc or equivalent on the dry surface of the rebars (existing and additional rebars if provided) (Mode of measurement - per Kg of Material consumed). Application of the products shall be by manufacturer's authorized applicator and as per manufacturer's specifications complete all as specified and directed.
Drilling holes for pressure grouting of 25mm dia, 50 to 75 mm deep in RC structural members at the intervals of 350 mm in stagged manner or as directed by Engr-in-charge, cleaning of holes by air blower prior to fixing nozzles, fixing Teflon perforated non returnable nozzles in RCC members in cleaned holes by applying thixotropic epoxy mortar to ensure complete sealing and cutting of exposed portion of nozzles if any by chisel after completion of grouting without damaging structural elements. Supplying & injecting low viscous epoxy injection resin for crack injection grouting with (Conbextra EP10 of FOSROC or equivalent) having Flexural strength of 40N/mm² in 7 days and Compressive strength of 45 N/mm² in 1 day, by pressure and using injector with accessories till nozzles refused to accept the grout including all tools and materials. Application of the products shall be by manufacturer's authorised applicator, complete all as specified and directed.
Providing and carry out waterproofing treatment to OHT after proper surface preparation by mechanical grinding to remove loose concrete, dirt, loose mortar, curing compound etc. pre-dampening concrete surface, mixing and application of two coats of Nitocote CM 210 using suitable brush or roller as per coverage etc. complete including all tools and tackles as per manufacturer’s specification. Coating shall be approved under UK Water Byelaws Scheme, shall be having resistance to positive water pressure – 5 Bars(50 meter) (DIN 1048)Pt 5, negative water-pressure of 3 Bars (30 meter),static crack accommodation of 0.9 mm. Application of the products shall be by manufacturer's authorised applicator, complete and as directed by the Engineer-in-charge
Providing tank/reservoir lining shall be Nitocote EP405 0f 200 micron DFT, a two pack epoxy coating pecific ally designed for contact with potable water. The cured film shall comply with the requirements of IS:9833 – 1981 complete all as specified and directed.
Providing and applying high performance anticarbonation coating of min 200 micron thickness Deckguard E2000 with 2mm static crack bridging ability, co2 diffusion resistance, chloride ion resistance complete all as specified and directed. Note for Srl item no 101.00 to 107.00 :- Contractor has to visit the site before quoting the rates. Rates includes scaffloding work required for OHT of capacity 50000 Glns & height 21.00 Mtr from Ground Level. Rate also includes removing of shrubs, vegetation, and honey combs if any. It is mandatory for the main contractor to procure the material from authorised dealers of FOSROC and get the work executed through their authorised applicator only. Main contractor will submit 10 years written guarantee certificate in favour of GE for efficiency of work done at site.
Complete removal of existing treatment from old plastered/pointed wall surfaces complete all as specified and directed.
All as per Srl item no 108.00 here in before but height exc7.50M but not exc 15.00M complete all as specified and directed.
All as per Srl item no 108.00 here in before but height exc15.00M but not exc 18.00M complete all as specified and directed.
All as perSrl item no 108.00 here in before but height exc18.00M but not exc 21.00M complete all as specified and directed.
M&L for preparation of new surfaces of walls and applying two coats of plastic emulsion paint , white or tinted complete all as specified and directed.
All as per Srl item no 112.00 here in before but height exc7.50M but not exc 15.00M complete all as specified and directed.
All as per Srl item no 112.00 here in before but height exc15.00M but not exc 18.00M complete all as specified and directed.
All as per Srl item no 112.00 here in before but height exc18.00M but not exc 21.00M complete all as specified and directed.
M&L for cleaning of existing surfaces with wire brushes and preparation of previously treated surface of RCC over head tank/ reservoir DI/CI pipes and applying two coat of synthetic enamel paint including a coat of primer as per standard colour code complete all as specified and directed.
M&L for disconnecting all electrical connections and earth strips from the existing transformer of capacity 50/150/200 KVA, 11KV/433V including shifting of transformer from the existing place to MES store yard complete all as specified and directed. Note : (i) The required transportation, Hydra crane & tools for shifting of transformer shall be arranged by the contractor and cost shall be deemed to be included in the quoted rate.
M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick buried directly in ground (Earth) pit not less than 2.25 mtr deep below ground level with top edge of the plate not less than 1.5 mtr belowground level connected to galvanised earth Strip 32x6mm by means of galvanised steel bolts nuts, check nuts and washer 40mm bore light graded GI Pipe for GI earth strip and other end connected to earth test point as directed including 20mm bore light grade GI watering pipe, funnel with wire mesh, common salt and charcoal upto 15cm all around earth plate in altelrnate layers, PCC earth pit in PCC 1:3:6 type C-1, 50mm thick precast RCC slab as pit cover casting in PCC 1:2:4 type B-1 with 8mm dia deformed bars as reinfocement 15cm C/C and suitable handle for 10mm dia MS round bar including earth work and testing etc complete all as specified and shown on electrical plate No-3 of MES schedule Part-I 2009 and complete all as specified and directed.
M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc., as required 32 x 6 mm galvanised iron strip complete all as specified and directed.
Supply, installation, testing and commissioning of transformer step down out door type, plinth mounted, double copper wound 11KV on HT side and 433 volts on LT side at no load 3 phase 4 wire 50 c/s AC supply of 315 KVA, oil immersed laminated iron core naturally cooled with external cooling tubes, delta connected on HV side and star connected on LV side, corresponding to vector group DYN-11 with neutral brought out separately for earthing , off load changing tap arrangements up to +/-5% with a steep of +/- 2.5% complete with first filling of transformer oil up to appropriate level and complete with provn of cable box for both side of HT & LT and alll standard fittings conforming to IS-1180(Part I) or latest IS complete all as specified and directed. Note : (a) Pre commissioning test of transformer by SEI/EI is included in over all cost quoted by contractor.
Providing plateform for transformer of size 3.0 x 3.0 x 1.5 m high from GL including earthwork PCC 1:5:10 type E2 for foundation brick work in CM 1:6 PCC, 1:2:4 type B-1 in copping plaster 10 mm thick in 1:6 on brick / complete surface PCC 1:4:8 type B-1 sub base 75 mm thick as in floor PCC 1:2:4 type B-1 100 mm thick floor using extra cement and RCC linter on top of platform with 10mm MS round bar at 75 mm interval both in length and width after filling and well ramming of soil and plus shape brick work wall inside the platform complete. Incl Providing Chain link fencing.1.8 mtr high at 2 mtrs clear space around the transformer platform chain link should be made out of 4 mm dia GI wire 100 x 100 mm mesh MS work angle iron 50x50x6 mm as fencing post in embeded in brick / PCC work at 2 mtr interval each side as approved 01 No. steel gate (1.5 m clear) span and 1.5 Mtrs high with locking arrangement made out of 15 mm dia MS rod & 50x50x6 mm angle iron frame painting with 2 coat aluminium paint over a coat of red oxide primer and 3 coats of white washing on cement work complete suitable to mounting transformer complete all as specified and directed.
Supply, laying in trench/wall/duct and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 400 sq mm 31/2 core including required aluminium lugs complete all as specified and directed.
Excavation in trenches in soft/loose soil not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth for laying of cables/poles or foundation etc and getting out complete all as specified and directed.
Excavation in trenches in Hard/dence soil not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth for laying of cables/poles or foundation etc and getting out complete all as specified and directed.
Returning, filling, including spreading levelling and well ramming in layers not exceeding 25cm apart complete all as specified and directed.
Removing of surplus excavated soil to a distance not exceeding 50 Mtr from starting point and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified and directed.
M&L for sand cushoning with a layer of sand 80mm thick before laying of cable and 150mm thick after laying of cable to trenches complete all as specified and directed.
Supplying and laying old size burnt brick for protection of cable of size 230mm x 113mm x 75 mm complete all as specified and directed
M&L for auguring of holes in true horizontal position under road by means of mechanical rig after doing ultrasound to prevent any damage to existing cable/pipe line coming in route 1.5 Mtr deep and not exceeding 50 Mtrs long incl laying HDPE pipe not less than 150mm dia complete all as specified and directed.
S & F GI tube light grade of size 100 mm dia for cable protection laid in road crossing/ hard standing on pole/wall etc incl necessery clamps complete all as specified and directed.
Supply, fixing, lowering, testing and commissioning of submersible pump set 30HP, 415 volts, 50Hz, discharge 350-760 LPM, 180 mtr head and suitable for 80mm dia column pipe and 200/250mm dia borewell casing pipe including flat three core submersible copper cable (2 run) - 60 mtr complete all as specified and directed.
S&F submersible Pump soft startor to control supply voltage, operational voltage and current rating with all safety thermal and electromagnetc proctection devices like short circuit, overload relays, phase loss ,voltage and Amps display suitable for operation of 30 HP submersible pump set complete all as specified and directed.
Supply, fixing and lowering GI column pipe heavy duty 80 mm dia, 3 mtr in length both side flanged (10 mm thick) duly welded including nuts, bolts & washers and rubber flange of suitable size complete all as specified and directed.
S&F sluice valve short body type of cast iron both ends flanged with rubber insertion and drilled of size 80 mm dia and IS 14846 with pressure rating of PN 1.6 with brass/copper alloy spindle and iron wheel head with nuts, bolts and rubber washers of suitable size complete all as specified and directed.
S&F cast Iron Non return valve, short body type, flanged ends heavy duty as per IS 5312, PN 1.6 of size 80 mm dia with nuts, bolts and rubber washers of suitable size complete all as specified and directed.
S&F Butterfly valve of size 80 mm dia with nuts, bolts and rubber washers of suitable size complete all as specified and directed.
Supply, install, testing and commissioning of high pressure single head adjustable chemical dosing system, power input 230V, 50 HZ, 1/30 fractional horse power, max output 10 ltr/hr with mandatory accessories must include the following: Make : Varima/Chloromax (i) Preparation tank of capacity 170 ltrs of FRP dosing tank dia 650mm, height 375 mm with stand consisting of (a) Water inlet line, (b) Outlet with Y - strainer, (c) Drain, (d) Overflow, (e) Conical bottom for sludge deposition, (f) Pot hole with cover, (g) Level gauge, (h) Agitator 120 watt, 900 rpm, single phase, flange mounted motor with plastic shaft and impeller. (ii) Service tank of capacity 100 ltrs of FRP dosing tank top dia 540mm, bottom dia 480 mm, height 575 mm consisting of (a) Water inlet line, (b) Dosing pump inlet arrangement, (c) Drain, (d) Overflow, (e) Level gauge (f) Inspection port, (g) Agitator 120 watt, 900 rpm, single phase, flange mounted motor with plastic shaft and impeller, (h) Provision of mounting pump on lid/wall
Supply, install, testing and commissioning of Servo Voltage stablizer for automatic operation three phases naturally oil cooled indoor type and designed for input variation between 300 V to 480 V with output voltage stablized at 415 volt with accuracy +/- 2.5 % and speed correction 8 volts per second and of capacity 25 KVA complete including making all electrical connection complete all as specified and directed.
imran construction company
BRIJ MOHAN LAL AND CO.
36SHRI RADHEY ASSOCIATES
Ashish Sehgal and Co.
High Tech Metal India
stage.html
html • 0.06 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 .