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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC AT PO KESINGA WARD NO 04 DIST KALAHANDI | KESINGA | KALAHANDI | ODISHA | 766012 | ₹10.8 L | L1 | Accepted-AOC As per tender committee |
| 2 | Rejected-Technical | - | - | Rejected-Technical As per tender Committee |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per tender Committee |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per tender Committee |
| 5 | Rejected-Technical AT SALIJANGA P O SABHAMUL P S DISTRICT JAGATSINGHPUR | KENDRAPARA | ODISHA | 754223 | - | - | Rejected-Technical As per tender Committee |
Tender Value
₹12.7 L
EMD Value
₹12,800
Closing Date
19 Dec 2025, 5:00 pmClosed
EXECUTIVE OFFICER,NAC,KESINGA
NAC,KESINGA
RENOVATION OF TOILETS OF ADMINISTRATIVE BLOCK, CONSTRUCTION OF TOILET FOR STAFF COMMON ROOM AND COLOUR WASHING OF KESINGA COLLEGE IN WARD NO-10
2025_ORULB_122751_1
KSNG-NAC-5/2025-26
Open Tender
Civil Works - Others
180 days
KESINGA NAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹12,800
Yes
29 Apr 2026
8 Dec 2025
20 Dec 2025
8 Dec 2025
19 Dec 2025
8 Dec 2025
Earth work excavation of foundation & plinth in hard soil with initial lead & lifet incl. rough dressing and levelling etc. complete.
Filling foundation and plinth with sand well watered and rammed including all costs etc complete.
Cement Concrete (1:3;6) using 40mm.size C.B.G metal including all cost etc complete
First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened &washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering andcuring etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc.complete in all respect as directed by the Engineer-In-Charge.(IN FOUNDATION AND PLINTH)
Providing, lifting, hoisting and laying Reinforced cementconcrete of M-20 grade as per approved designs anddrawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28days after mixing and test conducted in accordance withI.S. 516 using 12 mm. to 20 mm. size black hard crushedbroken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20mm. size chips not toexceeds 25 %) to be mixed in concrete mixture withPortland slag cement (PSC) including hoisting, lowering,laying and compaction concrete by using vibrators,watering and curing for 28 days, centering and shutteringthen after dismantling and removing debris from the worksite and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost,conveyance, loading, unloading, royalties and taxes of allmaterials and cost of all labours, sundries, T & P requiredof the work etc. complete in all respect as directed by the Engineer-in Charge. But excluding cost and conveyanceof M.S. rods or Tor steel and binding wires and labourcharges for straightening, cutting, bending etc. of M.S.rods or tor steel tying the grills and placing in proper position. Column base & footing
COLUMN SS
PLINTH BEAM
LINTEL BEAM
ROOF BEAM
ROOF SLAB
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.
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.
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
Providing 16mm 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
2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips on new work in Ground Floor
Wall painting 2 coats with Distemper 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)
Painting two coats with approved synthetic enamel paints of Asian / Berger/Dulox make and of approved colour, shade to new Iron including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use.
Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials labour T & P etc. as per direction of Engineer -In -charge. in Ground Floor+FIRST FLOOR
Fixing Vitrified 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
Fixing vitrified tiles of minimum 16mm thick and size above 0.1 sqm 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
Fixing Ceramic 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
Fixing Ceramic tiles of minimum 16mm thick and size above 0.1 sqm 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
Factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 462 gsm E-glass Chopped Strand Mat (CSM) mpregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone (EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reinforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour as per specification and direction of the Engineer in charge.
Supplying all materials, labour, T&P and fixing Aluminum frame glass louvers for ventilators including all cost conveyance taxes and labour with T & P etc complete.
Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debris within 50m lead. Per 1 sqm
Dismantling and removing old tiled flooring including stacking the useful materials for reuse and removing the debris within 50m lead.Per 1 sqm
ADD FOR PH ITEMS INTERNAL/EXTERNAL (As per estimate provided by PHEO,Kesinga)and add for electrical items including all cost taxes labour T & P etc complete.
ADD for dispaly board and Contigency
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.
Filling foundation and plinth with sand well watered and rammed including all costs etc complete.
Filling foundation trenches and with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T&P etc complete and as per 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 cementconcrete of M-20 grade as per approved designs anddrawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28days after mixing and test conducted in accordance withI.S. 516 using 12 mm. to 20 mm. size black hard crushedbroken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20mm. size chips not toexceeds 25 %) to be mixed in concrete mixture withPortland slag cement (PSC) including hoisting, lowering,laying and compaction concrete by using vibrators,watering and curing for 28 days, centering and shutteringthen after dismantling and removing debris from the worksite and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost,conveyance, loading, unloading, royalties and taxes of allmaterials and cost of all labours, sundries, T & P requiredof the work etc. complete in all respect as directed by the Engineer-in Charge. But excluding cost and conveyanceof M.S. rods or Tor steel and binding wires and labourcharges for straightening, cutting, bending etc. of M.S.rods or tor steel tying the grills and placing in proper position. Column base & footing
COLUMN
PLINTH BEAM
LINTEL BEAM
ROOF BEEAM
ROOF SLAB
CHAJJA
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
PLINTH BEAM
LINTEL BEAM
ROOF BEEAM
ROOF SLAB
CHAJJA
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.
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.
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
16mm thick cement plaster (1:6) on brick work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm
6mm thick cement plaster (1:4) onRCC concrete drain work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm
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.
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.
M.S. Grill & Shutter gate made out of M.S. flat conforming to IS 2062/20006 painted with red oxide primer as pe the design approved.
Painting two coats with approved synthetic enamel paints of Asian / Berger/Dulox make and of approved colour, shade to new Iron including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use.
2.5 cm thick AS Flooring (1:2:4) with 12mm & down grades size hard granite crusher broken chips on new work in Ground Floor
2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of Engineer-in-Charge.
Fixing Vitrified 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
Fixing vitrified tiles of minimum 16mm thick and size above 0.1 sqm 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
Fixing Ceramic 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
Fixing Ceramic tiles of minimum 16mm thick and size above 0.1 sqm 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
Factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 462 gsm E-glass Chopped Strand Mat (CSM) mpregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone (EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reinforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour as per specification and direction of the Engineer in charge.
ADD FOR PH ITEMS INTERNAL/EXTERNAL (As per estimate provided by PHEO,Kesinga)
TOTAL
ADD for dispaly board and Contigency
GRAND TOTAL
OR SAY
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