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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 LAccepted-AOC PLOT NO 23 RAKSHA COLONY KATOL ROAD NAGPUR 440013 | NAGPUR | MAHARASHTRA | 440013 | 1 | Accepted-AOC Accepted. | |
| 2 | Rejected-Technical PLOT NO 64 VIDYAVIHAR PRATAP NAGAR NAGPUR 440015 M S | NAGPUR | NAGPUR | MAHARASHTRA | 440015 | - | Rejected-Technical NOT BEING L1 TENDERER | |
| 3 | Rejected-Technical BARDE LAYOUT NEAR SAI MANDIR PLOT NO 39 BORGAON GOREWADA ROAD NAGPUR MAHARASHTRA 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | - | Rejected-Technical NOT BEING L1 TENDERER | |
| 4 | Rejected-Technical PLOT NO 50 SINDHI COLONY KHAMLA NAGPUR 440015 M S | NAGPUR | NAGPUR | MAHARASHTRA | 440015 | - | Rejected-Technical NOT BEING L1 TENDERER | |
| 5 | Rejected-Technical PLOT NO 244 NUTAN SEVAKRAM KHANDAIT WARD NO 3 PO SAONER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | - | Rejected-Technical NOT BEING L1 TENDERER |
Tender Value
₹16.1 L
EMD Value
₹20,200
Closing Date
3 Oct 2023, 5:00 pmClosed
Sr Manager (Civil)/(Civil-Welfare) Deptt
OFFICE OF THE GM(C)/(Civil-Welfare) Dept. WCL HQ,COAL ESTATE,CIVIL LINES NAGPUR
Miscellaneous works such as Repairing and Maintenance of Scooter shed near A and B Type, Car Garage near B-Type. Making of Temporary Store Shed adjacent to Garage Yard and Concertina fencing at Koyla Vihar Colony,WCL HQ., Nagpur.
2023_WCL_288637_1
wcl-hq-civ-welfare-e23-2023-24
Open Tender
Civil Works - Buildings
Item Rate
120 days
WCL HQ NAGPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,200
20 Dec 2023
14 Sept 2023
5 Oct 2023
15 Sept 2023
3 Oct 2023
15 Sept 2023
15 Sept 2023 - 26 Sept 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kind of soils.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. part a:-item no13=182.90 m2 +part b:- item no12= 17.03 m2 + part b-2:- item no8= 32.00 m2 + part b-3:- item no3= 35.00 = 266.93 m2.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100mm.
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area beyond 3 sq. metres
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.l. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-incharge, beyond 50 m initial lead, for all leads including all lifts involved.
Total impact of GST for the purpose of CTC
SANTOSHKUMAR RAI
M/S. SAGAR CONSTRUCTION
M/s B B TIWARI
SONAL ENTERPRISES
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