Rural Development Government Departments Closing in 8 days TDR #57376961

Tender For Construction Of 100 Seated Girls Hostel Building At Higher Secondary School,Kenadhipa,In The District Of Sambalpur, Odisha

Issued by Government Departments · Sambalpur, Odisha
Tender Value
2.99 Crore
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
3 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of 100 Seated Girls Hostel Building At Higher Secondary School,Kenadhipa,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

Name of Work:- CONSTRUCTION OF 100 SEATED GIRLS HOSTEL BUILDING AT HIGHER SECONDARY SCHOOL,KENADHIPA,IN THE DISTRICT OF SAMBALPUR, ODISHA
Sl. No. Item Description
1Ground Floor
2Clearing 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.
3Earth 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.
4Upto 1.5m depth
5Extra 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)
6Filling 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.
7Supplying & 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.
8Cement 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.
9Making 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
10Providing 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.
11Providing 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.
12Providing, 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.
13Foundation
14Plinth Beam
15Columns
16Ground Floor
17First Floor
18Second Floor
19Lintel Beam
20Ground Floor
21First Floor
22Second Floor
23Chajja/Shelves
24Ground Floor
25First Floor
26Second Floor
27Roof Beam
28Ground Floor
29First Floor
30Second Floor
31Ground Floor
32First Floor
33Second Floor
34Staircase
35Ground Floor
36First Floor
37Providing 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.
38Ground Floor
39First Floor
40Second Floor
41Brick 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.
42Ground Floor
43Brick 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.
44Ground Floor
45First Floor
46Second Floor
47Providing 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.
48Ground Floor
49First Floor
50Second Floor
51Providing 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.
52Ground Floor
53First Floor
54Second Floor
55Providing 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.
56Ground Floor
57First Floor
58Second Floor
59Providing 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.
60Ground Floor
61Supplying, 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.
62Ground Floor
63First Floor
64Supplying, 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.
65Ground Floor
66First Floor
67Supplying, 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.
68Ground Floor
69First Floor
70Supplying, 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.
71Ground Floor
72First Floor
73Supplying, 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.
74Ground Floor
75First Floor
76Supplying, 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.
77Ground Floor
78First Floor
79Supplying, 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.
80Ground Floor
81Supplying, 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.
82Ground Floor
83Finishing 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.
84Inside
85Ground Floor
86First Floor
87Second Floor
88Outside
89Ground Floor
90First Floor
91Priming 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.
92Inside
93Ground Floor
94First Floor
95Second Floor
96Mumty Floor
97Out side
98Ground Floor
99First Floor
100Second Floor
101Wall 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.
102Ground Floor
103First Floor
104Second Floor
105Wall 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.
106Ground Floor
107First Floor
108Second Floor
109Supplying 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.
110Supplying 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)
111Supplying, 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.
112Supplying 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)
113Supplying 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.
114Supplying 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
115Priming 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.
116Painting 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.
117Supplying, 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.
118Providing 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.
119First Floor
120Second Floor
121ELECTRICAL AND FIRE WORKS
122PH WORKS Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57376961
AUTHORITY Government Departments
TENDER VALUE 2.99 Crore
LAST DATE 21-09-2026
Authority
Authority Name Scheduled Tribe And Schedule Caste Development Department
Work Description Tender for Construction Of 100 Seated Girls Hostel Building At Higher Secondary School,Kenadhipa,In The District Of Sambalpur, Odisha
Basic Detail
Tender No ITDAKCD-01/2026-27
Bidding Type Tender
Location
City Sambalpur
State Odisha
Key Dates
Publish Date 09 Sep 2026
Submission Date 21 Sep 2026
Open Date 01 Jan 0001
Finance
Tender Value 2.99 Crore
Tender Fee 11800
EMD 3 Lakhs
Exemption Available
Document List
BOQ_608348.xls
de9ecc70-b438-4bf6-9d74-3c5daeef0318.html
Tendernotice_1 (18).pdf

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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 days
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_608348.xls

html

de9ecc70-b438-4bf6-9d74-3c5daeef0318.html

pdf

Tendernotice_1 (18).pdf

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