Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAdmitted-Finance | ₹6.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.3 Cr+₹1.4 Cr (19.7%)Admitted-Finance | ₹8.3 Cr+₹1.4 Cr (19.7%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S FALCON CONSTRUCTION COMPANY L2 | M/S MOHAMMAD ASHRAF GILKAR ENGINEERS AND CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||
| 1.01 | Earthwork excavation in all type of soil, murrum, after clearing of vegetation and debris (to be segregated and kept separate from the reusable earth) including loading, carting away from the site, unloading and dozing at disposal yard etc. complete as directed by EIC. FOR FGL to 2M depth.
Rate shall include for excavation and disposal of earth within the campus as and where required and as directed by EIC either by manual or by mechanical means, including loading & unloading, necessary equipments, tools & plants, dressing to proper level and grade as required, dumping the soil within the campus on the ground , taking necessary precautions to prevent any spillages or spoiling of the campus roads during removal & transporting the soil, all consumables including removal of soil excavated extra by the contractor for providing shoring & strutting, extra working space as required for any kind of works etc complete, as directed. (LEAD UP TO 1 KM )
Rate shall includes to prevent sliding of sides of foundation , the contractor shall provide effective and sufficient protection such as but not limited to shoring or any other method.
The rate shall includes providing Staging, timbering, struttingetc. | 2,150 | CUM | 200 ₹4,30,000 Lowest | 210 ₹4,51,500 |
| 1.02 | Backfilling with available Earth Backfilling in plinth, in embankments , around footing, pits, trenches, foundations etc in layers not exceeding 200mm thickness , including watering ,compacting by ramming/rolling /hand ramming , levelling to specified slopes dressing and consolidation etc at optimum moisture content with mechanical rollers /rammers etc.(compacted to 90% modified proctor density )complete as per specification and as directed ( payment shall be based on certified excavation quantity less volume occupied by structures and therotical completed quantity.As measured from drawings,backfilling with available earth in and around excavated area. | 1,650 | CUM | 100 ₹1,65,000 Lowest | 100 ₹1,65,000 Lowest |
| 1.03 | Granular Sub Base (GSB)
Supplying from approved source and Laying graded Granular Sub base of specified and approved geotechnical parameters in embankment or depression in specified layer thickness of maximum 250mm, watering and compacting each layer with specified and approved machinery , tools and tackles including 10T rollers, to achieve the optimum moisture content so as to give specified compaction density not less than 98% Maximum modified Dry density at optimum moisture content determined in accordance with is 2720 part viii etc complete as per Morth specification and approved design drawings include quality control testing , Maintenance and protection as directed by and to the satisfaction of Engineer-in-charge. | 498 | CUM | 1,100 ₹5,47,800 | 500 ₹2,49,000 Lowest |
| 1.04 | Providing & laying hand packed stone soling compacted consolidated rammed filling voids all complete carriage upto site of work all heads complete job | 20 | CUM | 10 ₹200 Lowest | 2,000 ₹40,000 |
| 2.00CEMENT CONCRETE WORKS | |||||
| 2.01 | Providing and laying plain cement concrete (1:4:8) at plinth level & upto 5m below plinth level in foundations, drains, fillings, non-suspended floors, pavements, ramps, etc including shuttering, tamping, ramming, vibrating, curing, shuttering, etc all as specified in any shape, position, thickness and finishing the top surface rough or smooth or as specified and directed with 40mm and down size graded crushed stone aggregates with minimum cement content and maximum water cement ratio as per IS:456-latest revision. | 155 | CUM | 4,100 ₹6,35,500 | 4,000 ₹6,20,000 Lowest |
| 2.02 | Providing and laying plain cement concrete (1:3:6) at plinth level & upto 5m below plinth level in foundations, drains, fillings, non-suspended floors, pavements, ramps, etc including shuttering, tamping, ramming, vibrating, curing, shuttering, etc all as specified in any shape, position, thickness and finishing the top surface rough or smooth or as specified and directed with 20mm and down size graded crushed stone aggregates with minimum cement content and maximum water cement ratio as per IS:456-latest revision. | 91 | CUM | 6,200 ₹5,64,200 | 6,000 ₹5,46,000 Lowest |
| 2.03 | Providing and laying in position concrete (1:1.5:3) in RCC including proper vibration and curing including broom finish if required but excluding cost of formwork and reinforcement etc all complete as per drawing, specification and direction of EIC. With contractor's RMC plant (including transit mixers, concrete pump /crane). For concreting below FGL. (including cost on account of cube tests and quality control) | 533 | CUM | 8,300 ₹44,23,900 | 7,800 ₹41,57,400 Lowest |
| 2.04 | Providing and laying in position concrete (1:1.5:3) in RCC for all types of structures including proper vibration and curing but excluding cost of formwork and reinforcement etc all complete as per drawing, specification and direction of EIC. With contractor's common Batching/RMC plant. For concreting ABOVE FGL (including cost on account of cube tests and quality control) | 1,303 | CUM | 8,700 ₹1,13,36,100 | 8,000 ₹1,04,24,000 Lowest |
Tender Value
₹8.6 Cr
EMD Value
₹17.2 L
Closing Date
11 Jan 2021, 6:00 pmClosed
Executive Engineer University of Kashmir
Construction Division
Construction of 04-Storeyed Boys Hostel at Zakura Campus.
2020_UDJK_111754_1
F (E.Tend)(Boys Hostel ZC/34/KU2020-CONS-
Open Tender
Civil Works
Item Rate
730 days
Construction of 04-Storeyed Boys Hostel at Zakura
As per NIT
11 documents required · 11 mandatory
₹8,500
Registrar University of Kashmir
₹17.2 L
University of Kashmir
23 Jan 2021
18 Dec 2020
12 Jan 2021
19 Dec 2020
11 Jan 2021
19 Dec 2020
21 Dec 2020
Amount
EARTH WORK
Earthwork excavation in all type of soil, murrum, after clearing of vegetation and debris (to be segregated and kept separate from the reusable earth) including loading, carting away from the site, unloading and dozing at disposal yard etc. complete as directed by EIC. FOR FGL to 2M depth. Rate shall include for excavation and disposal of earth within the campus as and where required and as directed by EIC either by manual or by mechanical means, including loading & unloading, necessary equipments, tools & plants, dressing to proper level and grade as required, dumping the soil within the campus on the ground , taking necessary precautions to prevent any spillages or spoiling of the campus roads during removal & transporting the soil, all consumables including removal of soil excavated extra by the contractor for providing shoring & strutting, extra working space as required for any kind of works etc complete, as directed. (LEAD UP TO 1 KM ) Rate shall includes to prevent sliding of sides of foundation , the contractor shall provide effective and sufficient protection such as but not limited to shoring or any other method. The rate shall includes providing Staging, timbering, struttingetc.
Backfilling with available Earth Backfilling in plinth, in embankments , around footing, pits, trenches, foundations etc in layers not exceeding 200mm thickness , including watering ,compacting by ramming/rolling /hand ramming , levelling to specified slopes dressing and consolidation etc at optimum moisture content with mechanical rollers /rammers etc.(compacted to 90% modified proctor density )complete as per specification and as directed ( payment shall be based on certified excavation quantity less volume occupied by structures and therotical completed quantity.As measured from drawings,backfilling with available earth in and around excavated area.
Granular Sub Base (GSB) Supplying from approved source and Laying graded Granular Sub base of specified and approved geotechnical parameters in embankment or depression in specified layer thickness of maximum 250mm, watering and compacting each layer with specified and approved machinery , tools and tackles including 10T rollers, to achieve the optimum moisture content so as to give specified compaction density not less than 98% Maximum modified Dry density at optimum moisture content determined in accordance with is 2720 part viii etc complete as per Morth specification and approved design drawings include quality control testing , Maintenance and protection as directed by and to the satisfaction of Engineer-in-charge.
Providing & laying hand packed stone soling compacted consolidated rammed filling voids all complete carriage upto site of work all heads complete job
CEMENT CONCRETE WORKS
Providing and laying plain cement concrete (1:4:8) at plinth level & upto 5m below plinth level in foundations, drains, fillings, non-suspended floors, pavements, ramps, etc including shuttering, tamping, ramming, vibrating, curing, shuttering, etc all as specified in any shape, position, thickness and finishing the top surface rough or smooth or as specified and directed with 40mm and down size graded crushed stone aggregates with minimum cement content and maximum water cement ratio as per IS:456-latest revision.
Providing and laying plain cement concrete (1:3:6) at plinth level & upto 5m below plinth level in foundations, drains, fillings, non-suspended floors, pavements, ramps, etc including shuttering, tamping, ramming, vibrating, curing, shuttering, etc all as specified in any shape, position, thickness and finishing the top surface rough or smooth or as specified and directed with 20mm and down size graded crushed stone aggregates with minimum cement content and maximum water cement ratio as per IS:456-latest revision.
Providing and laying in position concrete (1:1.5:3) in RCC including proper vibration and curing including broom finish if required but excluding cost of formwork and reinforcement etc all complete as per drawing, specification and direction of EIC. With contractor's RMC plant (including transit mixers, concrete pump /crane). For concreting below FGL. (including cost on account of cube tests and quality control)
Providing and laying in position concrete (1:1.5:3) in RCC for all types of structures including proper vibration and curing but excluding cost of formwork and reinforcement etc all complete as per drawing, specification and direction of EIC. With contractor's common Batching/RMC plant. For concreting ABOVE FGL (including cost on account of cube tests and quality control)
FORMWORK
Providing and fixing to correct level, line plumb, vertical, plain formwork foundation, footings, bases of columns with contractor's own material in all shapes made of plywood/ms sheets for RCC/PCC works including necessary strutting, scaffolding, bracing etc. Leaving necessary recesses, opening chamfers etc. Keeping the same in position during concreting and removing after the specified period, all complete as per specification and direction of EIC. for work below FGL
Providing and fixing to correct level, line plumb, vertical, plain formwork for Retaining walls, columns, slabs beams, return walls, walls (any thickness) including attached pilasters, buttresses, plinth andstring courses fillets etc with contractor's own material in all shapes made of plywood/ms sheets for RCC/PCC works including necessary strutting, scaffolding, bracing etc. Leaving necessary recesses, opening chamfers etc. Keeping the same in position during concreting and removing after the specified period, all complete as per specification and direction of EIC. for work at all 5 levels.(above FGL)
REINFORCEMENT
Supplying, cutting, bending to shape, fabricating, fixing and tying in position TMT Reinforcement Steel of Fe 500 grade at all levels and location as shown in the structural drawing. * The reinforcement shall be of an approved brand viz TATA / SAIL / VIZAG or equivalent and the rate shall include cost of supply & tying reinforcement with 18 gauge GI binding wire in the reinforcement rate. The unit rate shall also include cost of all related operations viz inputs of labour, materials, tools and tackle, equipment, machinery etc complete. * For measurement purpose actual quantity for reinforcement bars provided and authentic laps OR couplers provided shall be considered.
MASONRY WORK
STEEL WORK
Stainless steel railing.. Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels plates etc., including weilding, grinding, buffing, polishing and making curvature (whereever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist, slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel member shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
SS Posts MS Grills / Railing
FLOORING/CLADDING WORKS
Vitrified Tiles Providing & LAYING OF ANTISKID VITRIFIED TILE (600x600) WITH 3mm SPACERS Laying VitrifiedTiles for flooring over 20 mm thk cement mortar in approved pattern as per drawings or as directed by EIC, including cleaning and preparing the surface for bedding, spreading neat cement slurry by using minimum cement of about 2Kg/SQM prior to bedding and 4.5 Kg/SQM over bedding. Joints shall be well cleaned and grouted with matching colour approved quality ready made polymer ( Bal Grout ) based grout, including curing, cleaning, etc complete.
Skirting Providing and Fixing of 100mm high Vitrified Tile Skirting ( Tiles sameas flooring Tiles ) , projecting not more than 8mm from the wallplaster line fixed in CM 1:3. The tiles shall be fully buttered withcement paste on the back. The work shall include cleaning of joints, curing, cleaning as per detailed specification etc. complete. (Kajaria , Asian , Nitco or equivalent make).
Ceramic Tile walls. Providing and fixing Tiles in Cladding /Dado of approved shade, sizeand pattern on masonry walls including border fixed in pattern asapproved by EIC and fixed with rich cement slurry over abacking coatplaster of 12mm thk. Cement mortar 1:3 and grouted with app.shade grout (Bal Grout ) Rate to include, Tile cutting , cleaning ofjoints, finishingjunction of plaster , curing etc. complete and asper drawing. (Kajaria , Asian , Nitco or equivalent make).
Ceramic Tile Floor . Providing and laying homogenous 300x300 mm ceramic tiles of approved make, colour and size 6mm to 8mm thick, including 20mm thick backing coat plaster in 1:6 cement mortar, fixed with neat cement paste including providing sealing the joints with approved quality white cement mixed with approved colour to match the tiles colour or approved grouting materials including scaffolding, curing, cleaning etc. complete as directed by EIC. (Kajaria , Asian , Nitco, Somany).
Granite Flooring Providing and laying flooring using 18mm thick Granite of approved size, pattern laid over 20mmthick bed CM 1:4 with tile grouting for flooring, using cement slurry below slabs for packing,asper architectural design, drawing and specifications, including joint filling with approved qualityand colour cement to match the shade of Granite.The work shall include cost of materials,wastage, labour, all lead and lift at all levels, loading and unloading, transportation,cutting, curingetc. and all other incidental charges etc.complete and as directed by EIC.
Granite Tile skirting Providing and laying skirting using 10mm thick Granite Tile of 100mm high, laid over 20mmthick CM 1:4 with tile grouting for skirting, using cement slurry,asper architectural design, drawing and specifications, including joint filling with approved qualityand colour cement to match the shade of Granite.The work shall include cost of materials,wastage, labour, all lead and lift at all levels, loading and unloading, transportation,cutting, curingetc. and all other incidental charges etc.complete and as directed by EIC.
Cement concrete flooring 1:2:4 (1Cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding cost of nosing of steps etc. complete. 50mm thick 20mm nominal size stone aggregate (crushed)
Brick Bat Cushioning Providing and laying brick bat cushioning over existing RCC slab with average thickness of 75mm thick and a overlay of 25mm thick PCC with 10mm nominal size aggregate of M 7.5 grade.
PAVEMENTS
Plinth Protection Providing & Making plinth protection 75mm thick of cement concrete 1:3;6 0ver 100 mm thick of gravels, free from all type of dust and small graded stones , well rammed and consolidated including finishing the top smooth as per drawings , specifications and as directed by EIC
SHUTTERS / DOORS
Providing wood work for doors , windows , ventilators.and other frames wrought framed and fixed in position ( First class deodar wood )
Providing and fixing 35 mm thick glazed shutters for windows and clerestory windows using 10 kg/Sqm. (4mm thick) glass panes including black enameled ISI marked M.S. butt hinges with necessary screws. First. Class kashmiri Kail wood.
Providing and fixing 35mm thick wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4mm with wire of dia. 0.63 mm for doors, windows and clerestory windows including ISI marked bright finished or / and black enameled M.S. butt hinges with necessary screws. First. Class Kail wood.
Providing and 35mm thick paneled door shutters including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws ,Readymade ornamental modular, factory manufactured machine made of hard wood of approved quality, color and shade
Gypsum False Ceiling Providing & fixing suspended false ceiling using 12.5mm thick Indian gypsum boards confirming to IS 2095-1982 and GI framework of Gyp steel or approved equivalent comprising of following. 1. GI perimeter channel of 0.55mm thick having one flange of 20mm, another of 30mm and web of 27mm fixed to brick wall partition along periphery of ceiling with the help of nylon sleeves and screws at 610mm c/c 2. GI intermediate channel ( size, 45mm web, two flanges each of 15mm & thickness 0.9mm ) suspended from the soffit / ceiling at 1200mm c/ c spacing. 3. GI ceiling sections of 0.55mm thick having knurled web of 51.5mm and two flanges each of 26mm with leaves of 10.5mm fixed to intermediate channel with the help of connecting clip at direction perpendicular to the intermediate channel at spacing of 600 mm c/c, . GI suspender angle of 25mmx10mm and thk.0.55mm at spacing of 600mm c/c, fixed to the ceiling / soffit using GI cleat angle 25mm x 25mm, 0.55mm thk. Cleat angle to be fixed to the ceiling / soffit using 6mm dia anchor fastener. Gypsum board to Be finished with Jointing tape and Jointing compound including application of One coat primer as Per Gypsum board Manufactuerer specification. The rate quoted shall include making cut outs for fixing light fittings, grills, diffusers, speakers, smoke detectors, sprinklers etc.Cut outs have to be made with provision of the frame along perimeter of the cut outs/ opening with channels/ ply to support
Accoustic Grid Ceiling Providing and fixing Mineral Fibre Board moduler Ceiling manufactuered by USG / Armstrong / Saint Gobain India Ltd or equivalent make as approved by Architect in Tegular edge Mineral textured tiles with approved surface pattern of size 600mm X 600mm x 15 mm having Noise reduction Co-efficient 0.6 light reflection over 75%, Relative Humidity 95%, Suspension system of Silhouette reveal profile grid system with 15mm wide flanges incorporating a 3 or 6 mm central recess of colour all white or all black or white with black as directed, Silhouette main runners and cross tees to have mitred ends and "birdsmouth" notches to provide mitred cruciform junction, fixed to the structural soffit by Butterfly clip hangers, suspension wires & anchor fasteners as per the manufacturer's specification, Suspension wires to be provided at every 600mmm c/c with two nos of ties on each anchor fastener, Perimeter trim of Trulok wall angle in white colour secured to wall at 450mm maximum centres. The rate quoted shall include making cut outs for fixing light fittings, grills, diffusers, speakers, smoke detectors, sprinklers etc.Cut outs have to be made with provision of the frame along perimeter of the cut outs/ opening with channels/ ply to support the ceiling adequately. No extra payment shall be made for making cut outs.
KHATAMBANDI CEILING - Providing and fixing of Khatambandi Ceiling over 12 mm ply board includingf framework of 50x50 mm joists of budloo wood, including cornice and polish asd per to desired shape/pattern as directed by EIC
ACP Providing & Fixing Cladding with 4mmthick (0.25+3.5+0.25) with LDPE core coloured, matt finish aluminium composite panels (total thickness of the panel shall be 4mm) of approved make inclusive of anodising the aluminium sections a minimum of 20 micron thickness fixed over non anodised aluminum section of average 25 x 50 or as may be required with joints appropriately placed as per approved shop drawing and coverd with silicon sealant of approved colour as per detailed shop drawing. Shop drawing to be provided by vendor and approved by architect prior to work commencement on sitecladding with 3 mm thick aluminum composite panel sheet fixed over non anodised aluminum section of average 25 x 50 or as may be required with joints appropriately placed as per approved shop drawing and coverd with silicon sealant of approved colour as per detailed shop drawing. shop drawing to be provided by vendor and approved by architect prior to work commencement on sitecladding with 3 mm thick aluminum composite panel sheet fixed over non anodised aluminum section of average 25 x 50 or as may be required with joints appropriately placed as per approved shop drawing and coverd with silicon sealant of approved colour as per detailed shop drawing. shop drawing to be provided by vendor and approved by architect prior to work commencement on site.
GLAZING / FACADE WORKS
Providing and fixing float glass panes 5.5 mm (weight not less than 13.50 kg/sqm) thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
Lockable Sliding Door Bolt Providing and fixing lockable aldrops capable of smooth sliding action. MS powder coated sliding door bolt (aldrop) shall be made from rolled steel . The hasp shall be of MS and screwed to the bolt in a workmen like manner. Alternatively the hasp and bolt should be in one piece. Bolts shall be finished to shape and threaded with worth standardand provided with round brass washers and nuts of sqare or hexagonal shape.All components should be smooth and powder coated.The leading dimensions of aldrop shall be as the length of the bolt and specified diameter. 350mm x 20mm
Providing 40x5mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts,nuts & wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Tower Bolt Providing and fixing Brushed steel hardwares Providing and fixing tower bolt (barrel type) with necessary screws etc. complete. 100 x 10 mm size.
Tower Bolt Providing and fixing Brushed steel hardwares Providing and fixing tower bolt (barrel type) with necessary screws etc. complete. 150 x 10 mm size
Pull Handle Providing and fixing Brushed steel hardwares Providing and fixing Pull Handle (D type) with necessary screws etc. complete. 150 mm size.
FINISHING WORKS
15 MM THICK PLASTER IN 1:4 CM Providing and applying average 15 mm thk cement plaster in single coat incement sand mortar 1:4 to all internal surfaces at all levels including surfacepreparation, staging, scaffolding and providing & fixing 20 Gauge 150mm widechicken wire mesh at all concrete & brickwork joints and roughening the surfaceas directed.
12 MM THICK PLASTER IN 1:4 CM Providing and applying average 12 mm thk cement plaster in single coat incement sand mortar 1:4 to all internal surfaces at all levels including surfacepreparation, staging, scaffolding and providing & fixing 20 Gauge 150mm widechicken wire mesh at all concrete & brickwork joints and roughening the surfaceas directed.
6 MM THICK PLASTER IN 1:3 CM Providing and applying average 6 mm thk cement plaster in single coat incement sand mortar 1:3 to all ceiling surfaces at all levels including surface preparation, staging, scaffolding and providing & fixing 20 Gauge 150mm wide chicken wire mesh at all concrete & brickwork joints and roughening the surface as directed.
ACRYLC EMULSION PAINT Painting, two or more coats with Dulux paint / Nerolac or Equivalent make and approved shade on internal walls and ceilingsasrequired to give an even shade including preparing the surface,applying primer coats, etc. complete all to the satisfaction of EIC.
Appying priming coat: with ready mixed primer of approved brand and manufacture on wood and plywood.
SYNTHETIC ENAMEL PAINT Providing and applying three coats of Synthetic Enamel paint of Asian/ICI/ Berger/ equivalent make to all surfaces, in approved colourover a coat of primer including preparation of surface by thoroughcleaning, sand papering and as per manufacturer specification to give asmooth and even surface, necessary scaffolding etc., complete and asdirected by Engineer-in-charge.
POP PUNNING Providing and applying POP punning to walls of avg. 2mm thickness to line level and plumb including surface preparation; required punning to be undertaken and completed in workman-like manner, to ensure desired finishing standards, as directed by EIC.
POP DECORATIVE CORNICE Providing and fixing POP decorative moulding / cornice as per the drawing complete of 50 x 50 mm size including surface preparation; required punning to be undertaken and completed in workman-like manner, to ensure desired finishing standards, as directed by EIC..
Providing, laying, fixing of heavy duty PVC conduit of 1”, 2mm thick with assorted fitting of bends, tees, junction boxes, saddles, clamps wooden gut ties screws/Nails etc. (D plast/Tiger/Anchor)
Providing and fixing of Fan junction Box (heavy duty) of Gupta, Esteem, GSS make having ISI mark
Providing and fixing of Deep Junction Box of required size (heavy duty)
Providing and fixing of 1 1/4" PVC conduit pipe 2mm thick Type B with bends and other accessories of make Prince, Finolex, Jindal make
Providing and fixing of 6" PVC conduit pipe 2mm thick Type B with bends and other accessories of make Prince, Finolex, Jindal make
Providing and fixing of 3" PVC conduit pipe 2mm thick Type B with bends and other accessories of make Prince, Finolex, Jindal make
M/S FALCON CONSTRUCTION COMPANY
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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
Tendernotice_1.pdf
PDF • 1.51 MB
BOQ_213678.xls
BOQ • 0.73 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 .