Public Administrative Department Government Departments Closing in 10 days TDR #56717072

Tender For Construction Of New Chc (G+2) Building At Ullunda, Subarnapur.

Issued by Government Departments · Sonepur, Odisha
Tender Value
15.79 Crore
Estimated cost
Bid Submission
11 Aug 2026
10 days left
EMD
15.80 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of New Chc (G+2) Building At Ullunda, Subarnapur.

BOQ

Name of Work:- Construction of New CHC (G+2) Building at Ullunda, Subarnapur.
Sl. No. Item Description
1CIVIL WORKClearing and grubbing existing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of unserviceable materials to be used or auctioned , up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness, Complete as specification and direction of the Engineer-in-charge.
2Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.Buidling Proper
3Gate & Security Cabin
4Filling 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.Buidling Proper
5Gate & Security Cabin
6Supplying 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.Buidling Proper
7Gate & Security Cabin
8Internal Approach
9Providing & 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.Buidling Proper
10Gate & Security Cabin
11Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6\\") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.Buidling Proper
12Gate & Security Cabin
13Plain 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.Buidling Proper
14Gate & Security Cabin
15Internal Approach
16Fly 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, 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-Charge.Buidling Proper
17Gate & Security Cabin
18Fly 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 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.Ground Floor
19First Floor
20Second Floor
21Terrace Floor
22Gate & Security Cabin
23Fly 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 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.Ground Floor
24First Floor
25Second Floor
26Gate & Security Cabin
27Providing, 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.FOOTING & PEDESTAL: -Building Proper
28Gate & Security Cabin
29COLUMN UP TO PLINTH : -Building Proper
30Gate & Security Cabin
31PLINTH BEAM :-Building Proper
32Gate & Security Cabin
33COLUMN ABOVE PLINTH :-Ground Floor
34First Floor
35Second Floor
36Terrace Floor
37Gate & Security Cabin
38LINTEL BEAM :-Ground Floor
39First Floor
40Second Floor
41Terrace Floor
42Gate & Security Cabin
43CHAJJAS:-Ground Floor
44First Floor
45Second Floor
46Terrace Floor
47Gate & Security Cabin
48ROOF BEAM :-Ground Floor
49First Floor
50Second Floor
51Terrace Floor
52Gate & Security Cabin
53ROOF SLAB :-Ground Floor
54First Floor
55Second Floor
56Terrace Floor
57Gate & Security Cabin
58STAIRCASE :-Ground Floor
59First Floor
60Second Floor
61LIFT WALL :-Building Proper
62Supplying 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.Ground Floor
63First Floor
64Second Floor
65Terrace Floor
66Gate & Security Cabin
67Providing 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.Ground Floor
68First Floor
69Second Floor
70Terrace Floor
71Gate & Security Cabin
72Providing 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. Ground Floor
73First Floor
74Second Floor
75Terrace Floor
76Gate & Security Cabin
77Providing 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, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor
78First Floor
79Second Floor
80Terrace Floor
81Gate & Security Cabin
82Providing and Fixing 20mm thick mirror polished granite tile of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 25 mm 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.Ground Floor
83First Floor
84Second Floor
85Terrace Floor
86Supplying, Fitting & Fixing granite tiles of approved dimension area above 0.1 upto 0.4 sqm (20mm 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.Ground Floor
87First Floor
88Second Floor
89Terrace Floor
90Providing 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.Ground Floor
91First Floor
92Second Floor
93Gate & Security Cabin
94Providing, 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.Gate & Security Cabin
95Supplying, fitting & fixing of 300cm x 200cm Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.Ground Floor
96First Floor
97Second Floor
98Supply and installation of 2mm Electrostatic dissipative flooring of Robust El7 as per selected shade: Dissipative homogeneous PVC floor coverings in rolls or tiles with permanent antistatic properties less than 2 kV. The value of the electrical resistance is in the range of 106 to 108Ωof Standards EN 1081 .Static Electrical propensity less than 2 And as per standards EN1815. Abrasion Value according to EN 660.2 less than or equal to 4.0 mm3, group M. Fire class Bfls1, load class 34/43. After 28 days the TVOC 10 μg/m3 according to ISO 16000-6. REACH compliant. ISO717-2 Weighted improvement of impact sound inslation is 4db. Price includes supply, welding rod, 30mm coving, installation & transportation.(make-Gerfloor,Tarkett, Aeroceil)First Floor
99Second Floor Please Enable Macros to View BoQ information
100Second Floor Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56717072
AUTHORITY Government Departments
TENDER VALUE 15.79 Crore
LAST DATE 11-08-2026
Authority
Authority Name Civil Division
Work Description Tender for Construction Of New Chc (G+2) Building At Ullunda, Subarnapur.
Basic Detail
Tender No CE-Bldg-II-21/2026-26
Bidding Type Tender
Location
City Sonepur
State Odisha
Key Dates
Publish Date 29 Jul 2026
Submission Date 11 Aug 2026
Open Date 12 Aug 2026
Finance
Tender Value 15.79 Crore
Tender Fee 10000
EMD 15.80 Lakhs
Exemption Available
Document List
acd10da0-2eae-44e0-b197-71044658c96b.html
BOQ_603644.xls
Tendernotice_1 (10).pdf
Tendernotice_2 (6).pdf

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Tender Timeline

Jul 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Aug 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
html

acd10da0-2eae-44e0-b197-71044658c96b.html

xls

BOQ_603644.xls

pdf

Tendernotice_1 (10).pdf

pdf

Tendernotice_2 (6).pdf

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