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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70.1 LAdmitted-Finance AT LINGRAJ NAGAR JEYPORE PO PS JEYPORE DIST KORAPUT 764001 | JEYPORE | KORAPUT | ODISHA | 764001 | -14.99% | ₹70.1 L | L1 | Admitted-Finance |
| 2 | L2₹82.4 L+₹12.4 L (17.6%)Admitted-Finance | +0.00% | ₹82.4 L+₹12.4 L (17.6%) | L2 | Admitted-Finance |
| 3 | L3₹90.6 L+₹20.6 L (29.4%)Admitted-Finance | +10.00% | ₹90.6 L+₹20.6 L (29.4%) | L3 | Admitted-Finance |
Tender Value
₹97.2 L
EMD Value
₹97,240
Closing Date
5 Feb 2026, 5:00 pmClosed
EXECUTIVE OFFICER,KORAPUT MUNICIPALITY
KORAPUT MUNICIPALITY OFFICE
Construction of Market Complex at Koraput Municipality (Near Traffic Jn.)
2026_ORULB_124194_4
KPTMUN-106/2026
Open Tender
Civil Works - Others
Percentage
240 days
KORAPUT
AS PER DTCN
2 documents required · 2 mandatory
₹10,000
KORAPUT MUNICIPALITY OFFICE
₹97,240
Yes
31 Mar 2026
7 Jan 2026
9 Feb 2026
7 Jan 2026
5 Feb 2026
7 Jan 2026
Earth work excavation in all kind of soil within initial lead of 50 m and initial lift of 1.5 m including rough dressing and leveling the bed...etc complete in all respect and as per the direction of Engineer-in-charge.
Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.
C.C (1:4:8) with 4cm size HG Crusher BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C.
Brick work with Fly Ash bricks of size 25cmx12cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:4) in foundation and plinth including all charges
Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-25 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 25N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials , cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect but the excluding cost & conveyance of M.S. rods or Tor Steel and Binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel and binding wires and tying the grills and placing in proper position as directed by the Engineer-in-charge. Column Footing
Column Ground Floor
Column First Floor
Column Plint Bend
Lintel Ground Floor
Lintel first Floor
Roof beam Ground Floor
Roof beam First Floor
Roof Slab Ground Floor
Roof Slab First Floor
Staircase Ground Floor
Staircase fin
Providing and fixing Centering and shuttering including strutting, propping etc. and removal of form the site after completion of respective work as the direction of engineer in charge. Column Footing
Column Ground Floor
Column First Floor
Column Plint Bend
Lintel Ground Floor
Lintel first Floor
Roof beam Ground Floor
Roof beam First Floor
Roof Slab Ground Floor
Roof Slab First Floor
Staircase Ground Floor
Staircase Fin
Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only. Ground Floor
First Floor
Brick work with Fly Ash bricks 25cm x 12cm x 8cm size having crusing strength not less then 75Kg/cm2 in cement mortar (1:6) in superstructure per cum. Ground Floor
First Floor
Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. Ground Floor
First Floor
16mm thick cement plaster (1:6) on brick work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm. Ground Floor
First Floor
6mm thick cement plaster (1:4) onRCC work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm. Ground Floor
First Floor
Wall painting 2 coats with weather coat over a coat of primer to inside and out side smooth surface with all cost of labour, T&P material etc complete. Ground Floor
First Floor
Wall painting 2 coats with Plastic emulsion paint of approved shade over a coat of primer on new work to give an even shade with all cost of labour, T&P material etc complete. Ground Floor
First Floor
Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). Ground Floor
Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately).Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Ground Floor
Fixing vitrified tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost. Ground Floor
First Floor
Fixing vetrified tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles. Ground Floor
First Floor
Fixing of ceramic floor tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost. Ground Floor
First Floor
Fixing Ceramic wall tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles. Ground Floor
First Floor
Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. Staircase
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