Public Administrative Department Local Bodies Closing in 1 days TDR #56555112

Tender For Renovation Of Kalyan Mandap And Construction Of 1St Floor Multipurpose Hall In Ward No 21

Issued by Local Bodies · Kendrapara, Odisha
Tender Value
2.58 Crore
Estimated cost
Bid Submission
03 Aug 2026
1 days left
EMD
2.58 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Renovation Of Kalyan Mandap And Construction Of 1St Floor Multipurpose Hall In Ward No 21

BOQ

Name of Work:- Renovation of Kalyan Mandap and construction of 1st floor multipurpose hall in ward no 21
Sl. No. Item Description
1Dismantling brick or stone masonry in clay under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead
2Dismantling and removing R.C.C. columns, beams, slab, staircase, landing, lintels including stacking the useful materials for reuse and removing the debris within 50m lead
3Dismantling and removing doors, windows and ventilators,ceilings, partitions etc including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead
4Dismantling and removing old tiled flooring including removing the base course and stacking the useful materials for reuse and removing the debris within 50m lead .
5Dismantling and removing old tiled cladding from walls including racking out joints 12 mm deep stacking the useful materials for reuse and removing the debris within 50m lead .
6Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
7Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
8Providing and installing cast in situ double under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia, Upto a initial depth of 6 mtrs
9Beyond Initial Depth of 6.0 m
10Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity
11Earth work in excavation in foundation trenches, column foundation, pit, etc in hard soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge.
12Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and as per the direction of the Engineer -in-charge including all cost of materials, labour and T&P etc all complete.
13Supplying and filling with sand in foundation and plinth in layers not exceeding 20 cm in depth, well watered and compacted , top surface dressed and levelled to proper level and gradient including cost of all materials, conveyance,royalties, loading, unloading, cost of all labour, T&P, etc. all complete as per the direction of Engineer-in-Charge.
14Providing and laying Plain Cement Concrete of proportion (1:3:6) using 40 mm size grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
15Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 grade (minimum cement content not less than 403Kg/ Cum) ground floor
16first floor
17terrace
18R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
19R.C.C. Grade beams
20R.C.C. Beams, columns, grider and bressmer etc. ground floor
21First Floor
22Terrace
23R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
24First Floor
25Terrace
26R.C.C.M-25 in Roof slab inlcuding tripple stage centering and shuttering above 7.20m and upto 10.80m ground floor
27R.C.C. Lintels. Ground floor
28first floor
29terrace
30R.C.C. Chajjas. Ground floor
31first floor
32R.C.C. Staircase ground floor
33first floor
34Providing & fixing TMT Fe-500 HYSD Reinforcement bars (SAIL /TATA /RINL) of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS) with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge.Note: (Linear measurements will be taken & quantity will be calculated on standard weight. Lap length of bars & Weight of binding wire will not be considered for measurement and payment.) ground floor
35first floor
36terrace
37Providing and laying Brick masonry work in Superstructure using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. groud floor
38first floor
39terrace
40Providing 12mm thick cement plaster in cement mortar (1:6) to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
41first floor
42terrace
43Providing 16mm thick cement plaster in cement mortar (1:6) to the surfaces of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge. ground floor
44first floor
45terrace
46Providing 6mm thick cement plaster in cement mortar of (1:4) to RCC surfaces such as ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening/ chipping, scraping and cleaning and finishing the plastered surface smooth using wooden floats, bars, etc. only to proper plumbs and level, making grooves, beads and drip coarse to give required ornamental finish as per drawing including cost of all materials, conveyance, loading and unloading, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge., ground floor
47first floor
48terrace
49Providing average 25mm thick grading Concrete with (1:2:2) using 6mm hard granite chips over top of Roof, Terrace, including cost of scaffolding, scraping and cleaning the roof surface, plastering and finishing smooth to proper slope and gradient including cost of all materials, conveyance, taxes and sundries, T&P etc. All complete in all respect as per direction of the Engineer -in-charge. terrace
50Providing and laying Vitrified Floor Tiles confirming to IS : 15622 of of approved make, quality and colour without any warpage,with intermidiate spacers of 4 mm width laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile grout of approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent. Grout-Fosroc/ Kerakoll/ Weber/ Equivalent(Note- Sample of tiles shall be approved before procurement and use. tile size 600x600 ground floor
51first floor
52Providing and laying Vitrified Floor Tiles in Dado/Skirting confirming to IS : 15622 of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use. size of time 600x600 ground fllor
53first floor
54Providing & laying granite stone flooring in Floors and landing using 20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm laid over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge. gound floor
55first floor
56Providing & laying granite stone tiles in dado/ skirting using 10mm thick granite stone slab of approved quality, colour and size Above 0.10 Sqm & up to 0.4 sqm to proper line, level and slope laid over 12mm thick cement mortar (1: 3) confirming to including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) gound floor
57first floor
58Providing & laying granite stone flooring using 20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Stair Treads, Risers, planter boxes, window sills etc over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shade including cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge. gound floor
59first floor
60Providing and fixing ISI marked Double Leaf both side laminated flush door shutters with hard wood frame confirming to IS 2202 (Part1) of 35 mm thickness including ISI marked necessary hardware fitting with approved colour paint over a coat of primer etc and hardware fittings such as, SS Concealed Hinges (5\\"), stopper, top pivot, top patch, bottom patch, Door magnet, SS Tower bolt-8\\", Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body and Floor Spring etc. including cost of all labours, materials, conveyance, hardware fixing,loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.gound floor
61first floor
62Providing and fixing ISI marked both side laminated flush door shutters with hard wood frame confirming to IS 2202 (Part1) of 35 mm thickness including ISI marked necessary hardware fitting with approved colour paint over a coat of primer etc and hardware fittings such as, SS Concealed Hinges (5\\"), stopper, top pivot, top patch, bottom patch, Door magnet, SS Tower bolt-8\\", Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body and Floor Spring etc. including cost of all labours, materials, conveyance, hardware fixing,loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge. ground floor
63first floor
64Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer using M.S. angles 40x40x6 mm for diagonal braces.etc including cost of all labours, materials, conveyance, hardware fixing,loading and unloading, all taxes and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge. terrace
65Supply and fixing of uPVC Sliding glazed Window made out of hollow multi-chambered uPVC sections having isolated drainage system with the design 2 Track 2 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sections with over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutter having over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement of galvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement.
66first floor
67Supplying and fixing upvc ventilator with partially fixed glass,partially top hung & provision for exhaust having a frame size of 60 w x 45 ht and wall thickness of 2mm.The upvc frame is reinforced throughout with galvanised steel of 1.2mm thickness. The sash has a size of 60 w x 78 h and wall thickness 1.2 mm reinforced with galvanised steel throughout. The glazing provided is of thickness 5mm frosted glass both in fixed glass and in sash panel.The model and brand of the upvc ventilator shall be approved by the EIC before fixing.The rates shall be inclusive of all cost of materials,labour,T&P etc. complete. ground floor
68First Floor
69Supplying, Fitting and Fixing M.S works of approved designs made out of M S Flat, hollwo section, i Section, Square bars/ Round bars etc. in railings, grills, gates etc of approved specifications / dimensions with necessary welded clamps fixed in proper position & plumb including a single coat of priming of approved quality metallic primer, making required holes in Masonary Walls / R.C.C Structures (where necessary) and grouting the clamps with C.C(1:2:4) with 12mm size black hard crusher broken granite stone chips, making good to the damages of Masonary Walls / R.C.C Structures including cost, conveyance, loading, unloading,stacking, royalties and taxes of all materials , cost of all labours, staging, scaffolding, sundries, T&P etc. complete as per the direction of the Engineer-in-charge. ground floor
70First Floor
71Supplying, fitting and fixing of stainless steel of 304 grade in hand rail using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90 mt c/c and stainless square pipe bacing of size 32mm x 32mm x 2mm in three rows in staircase as per approved design and specification, buffing, polishing etc with cost, conveyance of all materials, labour T&P etc. required for the complete in all respect as per the direction of Engineer -in- charge. ground floor
72First Floor
73Providing and Painting two coats with synthetic enamel paint of approved make, quality and shade on new Steel work to give an even shade over an under coat of primer of approved brand and manufacturer including the cost of all materials, cost of all labour, conveyance, loading, unloading, scaffolding, staging, T&P, etc, all complete as per the direction of Engineer-in-charge.(Note- colour and shade shall be approved before procurement and use.)
74First Floor
75Providing and applying 2 coats plastic emulsion paint of approved quality and shade over a coat of wall primer after finishing wall surface of walls with Acrylic wall putty (water based) of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats, providing necessary putty & primer including of all materials, labour, conveyance, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use) ground floor
76first floor
77terrace
78Providing and applying two coats of Weather Coat Paint of approved make, quality and shade to the external surface of the building over a coat of primer after finishing wall surface of walls with Acrylic wall putty (water based) of approved make and finished smooth and even surface to receive painting of approved shade and quality after cleaning the plastered surface perfectly by watering and brushing including cost of material, putty, paint, brushes, all labour, taxes, loading, unloading, scaffolding, T&P etc. as required for the work as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use)
79first floor
80terrace
81Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size well rammed ,with side rcc wall and consolidated and grouted with fine sand including finishing the top smooth including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge. ground floor
82providing and laying factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge 80 mm thick
83Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified upto the specified depth mentioned in the approved Drawing & Design, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision).
84Providing and laying factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge 80 mm thick
85Supplying & fixing at site factory made/ precast cement concrete kerb stone of M-30 grade of size 600 x300 x150 including cost of all labours, materials, conveyance, loading and unloading, and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge & MoRTH Clause 408. The rate includes excavation of trenches, laying of foundation concrete & sand & mortar bed etc. as per approved drawings. The work will be executed as per the final approved Cross Section by the EIC.
86Providing and laying Plain Cement Concrete of proportion (1:4:8) using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
87Providing and laying Brick masonry work in Foundation & Plinth using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
88Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcementR.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
89R.C.C. Cover Slab
90R.C.C. Walls
91Providing and laying of Cement Concrete of grade 1: 2 :4 (1cement : 2 sand : 4 graded stone aggregate of size 12mm hard granite crusher broken chips ) , mixing in concrete mixer ,lowering and compacting to proper thickness , watering & curing for the required period including cost of all labours, materials, conveyance, loading and unloading, all taxes and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
92internal ph work 7.5%
93internal electrification work 10%
94contigency 1%
95GST 18% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56555112
AUTHORITY Local Bodies
TENDER VALUE 2.58 Crore
LAST DATE 03-08-2026
Authority
Authority Name Municipal Bodies
Work Description Tender for Renovation Of Kalyan Mandap And Construction Of 1St Floor Multipurpose Hall In Ward No 21
Basic Detail
Tender No EO_KM_01_2026_27
Bidding Type Tender
Location
City Kendrapara
State Odisha
Key Dates
Publish Date 20 Jul 2026
Submission Date 03 Aug 2026
Open Date 04 Aug 2026
Finance
Tender Value 2.58 Crore
Tender Fee 10000
EMD 2.58 Lakhs
Exemption Available
Document List
38b28765-8881-45b0-8ab5-00f952f9dbed.html
BOQ_601690.xls
Tendernotice_1.pdf
Tendernotice_2 (6).pdf

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Tender Timeline

Jul 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Aug 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

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html

38b28765-8881-45b0-8ab5-00f952f9dbed.html

xls

BOQ_601690.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (6).pdf

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