Tender For Construction Of 100 Seated Girls Hostel Building At Kuchinda College, Kuchinda ,In The District Of Sambalpur, Odisha
Tender Value
3.48 Crore
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
3.49 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 100 Seated Girls Hostel Building At Kuchinda College, Kuchinda ,In The District Of Sambalpur, Odisha
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Sep-2026 | TENDER NOTICE | Other | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Ground Floor |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge. |
| 3 | Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 4 | Upto 1.5m depth |
| 5 | Extra for every additional lift of 1.5 m or part there of in excavation / banking excavated or stacked materials as per the direction of the Engineer-in-charge. (Above 1.5m depth) |
| 6 | Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge. |
| 7 | Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. |
| 8 | Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge. |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195 |
| 10 | Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 11 | Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 12 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris 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 and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and 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 tying the grills and placing in proper position. |
| 13 | Foundation |
| 14 | Plinth Beam |
| 15 | Columns |
| 16 | Ground Floor |
| 17 | First Floor |
| 18 | Second Floor |
| 19 | Lintel Beam |
| 20 | Ground Floor |
| 21 | First Floor |
| 22 | Second Floor |
| 23 | Chajja/Shelves |
| 24 | Ground Floor |
| 25 | First Floor |
| 26 | Second Floor |
| 27 | Roof Beam |
| 28 | Ground Floor |
| 29 | First Floor |
| 30 | Second Floor |
| 31 | Ground Floor |
| 32 | First Floor |
| 33 | Second Floor |
| 34 | Staircase |
| 35 | Ground Floor |
| 36 | First Floor |
| 37 | Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge. |
| 38 | Ground Floor |
| 39 | First Floor |
| 40 | Second Floor |
| 41 | Brick work with Fly ash Bricks 25cm x 12Cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge. |
| 42 | Ground Floor |
| 43 | Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge. |
| 44 | Ground Floor |
| 45 | First Floor |
| 46 | Second Floor |
| 47 | Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge. |
| 48 | Ground Floor |
| 49 | First Floor |
| 50 | Second Floor |
| 51 | Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge. |
| 52 | Ground Floor |
| 53 | First Floor |
| 54 | Second Floor |
| 55 | Providing 6mm thick C.P.(1:4) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge. |
| 56 | Ground Floor |
| 57 | First Floor |
| 58 | Second Floor |
| 59 | Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning and bitumen coating including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 60 | Ground Floor |
| 61 | Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 62 | Ground Floor |
| 63 | First Floor |
| 64 | Supplying, fitting and fixing Vitrified tiles (600x600) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles and epoxy sealant grouting including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 65 | Ground Floor |
| 66 | First Floor |
| 67 | Supplying, fitting and fixing Ceramic tiles (300x300) in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 68 | Ground Floor |
| 69 | First Floor |
| 70 | Supplying, fitting and fixing Ceramic tiles (300x450) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles and epoxy sealant grouting including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 71 | Ground Floor |
| 72 | First Floor |
| 73 | Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality and epoxy sealant grouting including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 74 | Ground Floor |
| 75 | First Floor |
| 76 | Supplying, fitting and fixing Granite tiles of size above 0.40 sqm in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles and epoxy sealant grouting including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 77 | Ground Floor |
| 78 | First Floor |
| 79 | Second Floor |
| 80 | Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 81 | Ground Floor |
| 82 | Supplying, fitting and fixing Chequred tiles in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles and epoxy sealant grouting including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 83 | Ground Floor |
| 84 | Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 85 | Inside |
| 86 | Ground Floor |
| 87 | First Floor |
| 88 | Second Floor |
| 89 | Outside |
| 90 | Ground Floor |
| 91 | First Floor |
| 92 | Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 93 | Inside |
| 94 | Ground Floor |
| 95 | First Floor |
| 96 | Second Floor |
| 97 | Outside |
| 98 | Ground Floor |
| 99 | First Floor |
| 100 | Second Floor |
| 101 | Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 102 | Ground Floor |
| 103 | First Floor |
| 104 | Second Floor |
| 105 | Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. |
| 106 | Ground Floor |
| 107 | First Floor |
| 108 | Second Floor |
| 109 | Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 110 | Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.(Make-Veka/Welltech or Equivalent Brand) |
| 111 | Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge. |
| 112 | Supplying and fitting-fixing of 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 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00 mm 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 28mmx32mm 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 reiforcements 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 white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. (Make- Fibre Space/ Neoplast) |
| 113 | Supplying and fitting-fixing of factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge. |
| 114 | Supplying and fixing of Powder coated 50-60 microns approved colour of Jindal aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings,cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge |
| 115 | Priming one coat with Red Oxide primmer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 116 | Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge. |
| 117 | Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge. |
| 118 | Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 119 | First Floor |
| 120 | Second Floor |
| 121 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road and Bridge Works (4th Revision). |
| 122 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 123 | Construction of granular sub base by providing Close graded Granular sub base Grading III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 124 | Construction of un-reinforced, plain cement concrete pavement of thickn as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.Panels are to be made by cutting grooves of 3 to 5mm thick and 25 to 30mm deep in CC slab.The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top. |
| 125 | ELECTRICAL AND FIRE WORKS |
| 126 | PH WORKS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysTender Documents
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