Public Administrative Department Government Departments Closing in 1 days TDR #56896408

Tender For Construction Of New Chc Building (G+2) At Bhela Of Nuapada District.

Issued by Government Departments · Nuapada, Odisha
Tender Value
15.55 Crore
Estimated cost
Bid Submission
24 Aug 2026
1 days left
EMD
15.56 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of New Chc Building (G+2) At Bhela Of Nuapada District.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 10-Aug-2026 2ND CORRIGENDUM Date 24-Aug-2026

BOQ

Name of Work:- Construction of New CHC Building (G+2) at Bhela of Nuapada District.
Sl. No. Item Description
1CIVIL WORKEarth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth for the work complete including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.Building Proper
2Compound wall
3Security room and Gate complex
4Drainage
5Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. Building Proper Proper
6Compound wall
7Security room and Gate complex
8Drainage
9Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.Building Proper
10Compound wall
11Internal road
12Security room and Gate complex
13Drainage
14Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge.(make-premise-BAYER,Paxton-FMC,ozie-KALYANI)Building Proper
15Security room and Gate complex
16Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.Building Proper
17Compound wall
18Security room and Gate complex
19Drainage
20Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge. Ground Floor
21Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, and royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-ChargeBuilding Proper
22Compound wall
23Security room and Gate complex
24Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Building ProperGround Floor
25First floor
26Second floor
27Terrace floor
28Compound wall
29Security room and Gate complex
30Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Building ProperGround Floor
31First floor
32Second floor
33Providing, 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.Building ProperFooting
34Plinth Beam
35Compound wallFooting
36Plinth Beam
37Security room and Gate complex Footing
38Plinth Beam
39R.C.C Column Ground Floor
40First floor
41Second floor
42Terrace floor
43Compound wall
44Security room and Gate complex (GF)
45Security room and Gate complex (FF)
46R.C.C LintelGround Floor
47First floor
48Second floor
49Terrace floor
50Security room and Gate complex
51R.C.C ChajjaGround Floor
52First floor
53Second floor
54Terrace floor
55R.C.C Roof BeamGround Floor
56First floor
57Second floor
58Terrace floor
59Compound wall
60Security room and Gate complex (GF)
61Security room and Gate complex (FF)
62R.C.C SlabGround Floor
63First floor
64Second floor
65Terrace floor
66Security room and Gate complex (GF)
67Security room and Gate complex (FF)
68R.C.C Stair caseGround Floor
69First floor
70Second floor
71RCC Wall
72R.C.C. work of M-20 in following works using 12 mm. to 20 mm. (½” to ¾”) size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,labour cess and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position and as per the direction of the Engineer-in-charge. DrainageDrain Bottom slab
73Drain wall
74Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge..Building ProperGround Floor
75First floor
76Second floor
77Terrace floor
78Compound wall
79Security room and Gate complexGround Floor
80First floor
81Drainage
82Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Building ProperGround Floor
83First floor
84Second floor
85Terrace floor
86Compound wall
87Security room and Gate complex (GF)
88Security room and Gate complex (FF)
89Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Building ProperGround Floor
90First floor
91Second floor
92Terrace floor
93Compound wall
94Security room and Gate complex
95Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Building ProperGround Floor
96First floor
97Second floor
98Terrace floor
99Compound wall
100Security room and Gate complex
101Fixing granite tiles of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 20mm thick bed of cement mortar (1:4) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials complete in all respects as per direction of Engineer-in-Charge.Building ProperGround Floor
102First floor
103Second floor
104Fixing granite tiles of approved dimension area above 0.1 up to 0.4 sqm (10mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge.Building ProperGround Floor
105First floor
106Second floor
107Providing full body matt finish vitrified tile flooring using vitrified tiles having thickness of min 10mm conforming to IS 13755 of 1200x600 (homogeneous) of premium quality (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors, treads on steps and landings on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments of approved make to match the shades of the vitrified tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.Building ProperGround Floor
108First floor
109Second floor
110Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects as directed by the Engineer in charge.Building ProperGround Floor
111First floor
112Second floor
113Supplying, fitting and fixing full body vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors on 20mm thick bed of C.M. (1:4)(1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tileincluding cost of all materials, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge.Building ProperSecond floor
114Security room and Gate complex
115Fixing of Ceramic wall tiles of premium grade having thickness 6.50mm to 7.00mm confirming to IS 13753 of size 60cm x 30cm special plain / printed series in dados skirting & riser of steps on 12mm thick cement plaster 1:3 joined with neat cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour with T&P complete in all respects as per direction of Engineer-in-Charge.(make-Somany,Johnson,RAK,Kajaria) Building ProperGround Floor
116First floor
117Second floor
118Security room and Gate complex
119Providing and laying antimicrobial 2mm thick homogeneous PVC vinyl flooring RQ Restorable Quality (single layer of PVC) with Weight 2950g/m2, PUR (Polyurethane reinforced), RQ Abrasion group T:<4.00 mm,residual indentation approx.0.04 mm,castor wheel test qualified, dimensional stability 30.04%, static electrical charge < 2 kv, good resistance of scratch, slip chemical and fire, IMO Marine 0575 certified, doesn't favor in growth of fungi & bacteria. 100% recyclable. VOC emissions after 28 days of installations (lower than < 10ug/m3). The sheets at the corners and floor wall junctions shall be laid with PVC cove to avoid sharp joints as per direction of Engineer-In-Charge. The joints shall be made joints seamless with PVC weld rod. Rates inclusive of Corner Coves and welding. First Floor
120Second floor Please Enable Macros to View BoQ information
121Second floor Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56896408
AUTHORITY Government Departments
TENDER VALUE 15.55 Crore
LAST DATE 24-08-2026
Authority
Authority Name Civil Division
Work Description Tender for Construction Of New Chc Building (G+2) At Bhela Of Nuapada District.
Basic Detail
Tender No CE-Bldg-II-21/2026-27
Bidding Type Tender
Location
City Nuapada
State Odisha
Key Dates
Publish Date 10 Aug 2026
Submission Date 24 Aug 2026
Open Date 25 Aug 2026
Finance
Tender Value 15.55 Crore
Tender Fee 10000
EMD 15.56 Lakhs
Exemption Available
Document List
49eaf028-ffd3-41b1-8b0f-fdb2517a5b9b.html
BOQ_605108.xls
Tendernotice_1 (11).pdf
Tendernotice_2 (6).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Aug 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 24, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Aug 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Aug 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

49eaf028-ffd3-41b1-8b0f-fdb2517a5b9b.html

xls

BOQ_605108.xls

pdf

Tendernotice_1 (11).pdf

pdf

Tendernotice_2 (6).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders