Rural Development Government Departments Closing in 14 days TDR #57612744

Tender For Construction Of Cdpo Office Building At Bargarh

Issued by Government Departments · Bargarh, Odisha
Tender Value
1.02 Crore
Estimated cost
Bid Submission
06 Oct 2026
14 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Cdpo Office Building At Bargarh

BOQ

Name of Work:- Construction of CDPO office Building at Bargarh
Sl. No. Item Description
1Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Leadnd cost of labour with T&P etc. complete as per the specification and direction of the Engineer-in-charge.
2Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead
3Dismantling 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
4Earth work in hard soil or gravelly 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.
5Providing, supplying filling in foundation and plinth with sand including watering ramming cost, conveyance royality and all taxes of materials and cost of labour with T&P etc. complete as per the specification and direction of the Engineer-in-charge. G. Floor
6Cement Concrete of proportion (1:3:6) with hard granite crusher broken metal of approved quality of 40mm size from approved quarry including hoisting and laying concrete, watering and curing, centring, shuttering and finished the exposed surface smoth including all cost, conveyance, royalities, taxes of materials and labour T&P required for the work etc. complete as per direction of the Engineer-in-charge. G. Floor
7R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Column base G. floor
8R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Column & beam G. Floor
9R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Column & beam 1st floor
10R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Column & beam 2nd Floor
11R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Plinth band G. Floor
12R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Lintel Band G. Floor
13R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Lintel Band 1st Floor
14R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Lintel Band 2nd Floor
15R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC Chajja G. Floor
16R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC Chajja 1st Floor
17R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC Chajja 2nd Floor
18R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC roof slab G. Floor
19R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC roof slab 1st floor
20R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. RCC roof slab 2nd Floor
21R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Stair case G. Floor
22R.C.C. work (1:1.5:3) having compressive strength ( in works test) with using 12mm size black hard crusher broken granite chips including hoisting, lowering, laying and compacting concrete, including cost, conveyance, royalities, and all taxes and cost of all labour with T&P and rigid smooth centring, shuttering work with false work etc. complete as per the specification and direction of the Engineer-in-charge. Stair case 1st floor
23Fly ash bricks of 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) including watering, cuiring and cost, conveyance, taxes royality labour etc complete as per the specification and direction of the Engineer-in-charge. In Foundation & plinth G. Floor
24Fly ash bricks of 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) including watering, cuiring and cost, conveyance, taxes royality labour etc complete as per the specification and direction of the Engineer-in-charge. In Superstructure G. Floor
25Fly ash bricks of 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) including watering, cuiring and cost, conveyance, taxes royality labour etc complete as per the specification and direction of the Engineer-in-charge. In Superstructure 1st floor
26Fly ash bricks of 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) including watering, cuiring and cost, conveyance, taxes royality labour etc complete as per the specification and direction of the Engineer-in-charge. In Superstructure 2nd Floor
27Providing strainghtening, cutting, bending, binding, M.S. or T.S. rods/ HYSD Bar reinforcements and tying the grills and placing in position as required for RCC work and for providing fan hooks hoisting lowering and laying including cost conveyance and all taxes of all M.S. rods or T.S rods binding wires 18 to 20 gauge as required for RCC work etc complete as per the specification and direction of the Engineer-in-charge G. Floor
28Providing strainghtening, cutting, bending, binding, M.S. or T.S. rods/ HYSD Bar reinforcements and tying the grills and placing in position as required for RCC work and for providing fan hooks hoisting lowering and laying including cost conveyance and all taxes of all M.S. rods or T.S rods binding wires 18 to 20 gauge as required for RCC work etc complete as per the specification and direction of the Engineer-in-charge 1st floor
29Providing strainghtening, cutting, bending, binding, M.S. or T.S. rods/ HYSD Bar reinforcements and tying the grills and placing in position as required for RCC work and for providing fan hooks hoisting lowering and laying including cost conveyance and all taxes of all M.S. rods or T.S rods binding wires 18 to 20 gauge as required for RCC work etc complete as per the specification and direction of the Engineer-in-charge 2nd Floor
30Supply fitting and fixing vetrified floor tiles in floor 600mmx600mm printed/coloured series trade on steps and landing on 25mm thick bed of cement motar (1:1) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and policying etc as per directin of the Engineer in charge . G. Floor
31Providing supplying fitting and fixing of M.S. doors shutter frame, windows frame, shutters with grill gate etc. complete including cost, carriage, labour, taxes and T&P etc. complete as per specification and direction of the Engineer-in-charge. G. Floor
32Providing supplying fitting and fixing of M.S. doors shutter frame, windows frame, shutters with grill gate etc. complete including cost, carriage, labour, taxes and T&P etc. complete as per specification and direction of the Engineer-in-charge. 1st floor
33Providing supplying fitting and fixing of M.S. doors shutter frame, windows frame, shutters with grill gate etc. complete including cost, carriage, labour, taxes and T&P etc. complete as per specification and direction of the Engineer-in-charge. 2nd Floor
34Supplying,fitting & fixing aluminium door with OEL anodized aluminium door section of 9202 as vertical member,9201 as top member and 9200 as bottom and middle member and 12mm thick pre-laminated board fixed on door frame by meansof tapered clip no 4660 and the frame to be completed by means jointing angle no 1855 including all cost of labour, T&P, hire charges of drilling machine and etc complete G. Floor
35Supplying, fitting, fixing fully glazed aluminum framed openable doors using 15 micron anodized OEL aluminum section 2082 as out section,9139 as mullion section,4124 as a shutter section frame with tapered clip of section 4125, aluminum angle, rubber beading, friction stay and handle etc with 5mm black glass. G. Floor
36Supplying, fitting, fixing up window (sliding type) made up aluminium section 151-154, 151-155,aswindow frame Section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as pannel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes of labour, T&P etc. complete asper direction of E.I.C G. Floor
37Supplying, fitting, fixing up window (sliding type) made up aluminium section 151-154, 151-155,aswindow frame Section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as pannel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes of labour, T&P etc. complete asper direction of E.I.C 1st floor
3816mm thick cement plaster (1:6) finished smooth to surface of brick walls after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge. G. Floor
3916mm thick cement plaster (1:6) finished smooth to surface of brick walls after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge. 1st Floor
4016mm thick cement plaster (1:6) finished smooth to surface of brick walls after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge. 2nd Floor
4112mm thick cement plaster (1:6) finished smooth to surface of brick works after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge.G. Floor
4212mm thick cement plaster (1:6) finished smooth to surface of brick works after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge.1st Floor
4312mm thick cement plaster (1:6) finished smooth to surface of brick works after racking out joints including watering and curing with cost and conveyance royalities and taxes of all materials and cost of all labour, T&P required for the work as directed by the Engineer-in-charge.2nd Floor
44Supply fitting and fixing vetrified floor tiles in floor 600mmx600mm printed/coloured series trade on steps and landing on 25mm thick bed of cement motar (1:1) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and policying etc as per directin of the Engineer in charge .G. Floor
45Supply fitting and fixing vetrified floor tiles in floor 600mmx600mm printed/coloured series trade on steps and landing on 25mm thick bed of cement motar (1:1) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and policying etc as per directin of the Engineer in charge .1st Floor
46Supplying fitting and fixing ceramic tiles in walls on 12mm thick bed of cement motar (1:3) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and polishing etc as per directin of the Engineer in charge . G. Floor
47Supplying fitting and fixing ceramic tiles in walls on 12mm thick bed of cement motar (1:3) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and polishing etc as per directin of the Engineer in charge . 1st Floor
48Providing & Fixing Antiskid Ceramic tiles in floors Including cost and conveyance of all materials to site, and all labour charges complete including cost at tiles etc.as per direction of the Engineer-in-charge.1st Floor
49Painting two coats over a coat of primer with any approved shade over the iron works including cost conveyance of all materials including cost of primer with all taxes and cost of all labour with T&P required for the work as directed by the Engineer-in-charge.G. Floor
50Painting two coats over a coat of primer with any approved shade over the iron works including cost conveyance of all materials including cost of primer with all taxes and cost of all labour with T&P required for the work as directed by the Engineer-in-charge.1st Floor
51Painting two coats over a coat of primer with any approved shade over the iron works including cost conveyance of all materials including cost of primer with all taxes and cost of all labour with T&P required for the work as directed by the Engineer-in-charge.2nd Floor
52Wall painting two coats with any approved quality of Weather seal coat over a coat of priming on new work to give an even shade including cost of all materials, labour, T&p required for the work complete.G. Floor
53Wall painting two coats with any approved quality of Weather seal coat over a coat of priming on new work to give an even shade including cost of all materials, labour, T&p required for the work complete.1st Floor
54Wall painting two coats with any approved quality of Weather seal coat over a coat of priming on new work to give an even shade including cost of all materials, labour, T&p required for the work complete.2nd Floor
55Distempering two coats to wall with any approved shade over the walls including cost of distemper with all taxes and cost of all labour with T&P required for the work as per specification and direction of the Engineer-in-charge.G. Floor
56Distempering two coats to wall with any approved shade over the walls including cost of distemper with all taxes and cost of all labour with T&P required for the work as per specification and direction of the Engineer-in-charge.1st Floor
57Distempering two coats to wall with any approved shade over the walls including cost of distemper with all taxes and cost of all labour with T&P required for the work as per specification and direction of the Engineer-in-charge.2nd Floor
58Wall Priming one coat with any approved primer on New Plastered surface of with any approved primer including cost of primer etc complete as per direction of the engineer-in-Charge.G. Floor
59Finishing walls surface of walls with Acrylic wall putty (water based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials,taxes, labour T&P etc. complete as per direction of the Engineer-in-charge.G. Floor
60Finishing walls surface of walls with Acrylic wall putty (water based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials,taxes, labour T&P etc. complete as per direction of the Engineer-in-charge.1st Floor
61Finishing walls surface of walls with Acrylic wall putty (water based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials,taxes, labour T&P etc. complete as per direction of the Engineer-in-charge.2nd Floor
62Supplying, fitting and fixing of stainless steel of 304 grade in hand railing in all floors using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc. with cost conveyance, taxes of all materials labour, T&P etc. required for the complete in all respect. G. Floor
63Supplying, fitting and fixing of stainless steel of 304 grade in hand railing in all floors using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc. with cost conveyance, taxes of all materials labour, T&P etc. required for the complete in all respect. 1st Floor
64Cement Concrete of proportion (1:2:4) using 12mm size hard granite chips of approved quality from approved quarry in foundation laying concrete including watering, curing cost, conveyance taxes, royality of all materials required for the work etc. complete as per specification and direction of the Engineer-in-charge. G. Floor
65Providing & laying 80mm thick factory made cement concrete interlocking paver block of grade M-40 grade made by block making machine with strong vibratory compaction of approved size, dressing & shape, laid in required colour & pattern over and including 50mm thick compacted bed of course sand, filling the joints with line sand etc complete as per direction of the Engineer-In-Charge.G. Floor
662.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips. On new work per 1 sqm.1st Floor
672.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips. On new work per 1 sqm. 2nd Floor
6820 mm thick grading Plaster using cement Plaster 1:4 on roof slab cost carriage royality taxes and all labour involved for the completion of item of work as per direction of Engineer in Charge 2nd Floor
696 mm thick cement plaster (1:4) to R CC surfaces finished smooth including closed deep chiping and slury treatment. 2nd Floor
70Supply fitting and fixing 110 mm dia PVC rain water down pipe with spouts of 500 mm length including cutting holes in parapet making good to be damages in CC 1:2:4 with portland slag cement (PSC) etc. as per direction of Engineer-in-Charge. 2nd Floor Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57612744
AUTHORITY Government Departments
TENDER VALUE 1.02 Crore
LAST DATE 06-10-2026
Authority
Authority Name Rural Works Department
Work Description Tender for Construction Of Cdpo Office Building At Bargarh
Basic Detail
Tender No ONLINE-RWCSBP-22/2026-27
Bidding Type Tender
Location
City Bargarh
State Odisha
Key Dates
Publish Date 19 Sep 2026
Submission Date 06 Oct 2026
Open Date 07 Oct 2026
Finance
Tender Value 1.02 Crore
Tender Fee 10000
EMD 1.02 Lakhs
Exemption Available
Document List
BOQ_610152.xls
c996fcb2-654c-4f0d-9624-50f916fcb30c.html
Tendernotice_1 (20).pdf
Tendernotice_2.pdf

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Tender Timeline

Sep 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Oct 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_610152.xls

html

c996fcb2-654c-4f0d-9624-50f916fcb30c.html

pdf

Tendernotice_1 (20).pdf

pdf

Tendernotice_2.pdf

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