Tender For Construction Of Market Complex Building & Hata,Phase-1 Of Chandabali Nac
Tender Value
7.93 Crore
Estimated cost
Bid Submission
04 Aug 2026
8 days left
EMD
7.93 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhadrak → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Market Complex Building & Hata,Phase-1 Of Chandabali Nac
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches in all kids of soil including dressing and leavelling the bed upto the required depth and depositing the excaveted materials with all leads & lifts T&P Shoring and shuttering watering if necessary etc. complete as per directed by the Engineer-in-charge. |
| 2 | Supplying and filling foundation and plinth with sand watered and rammed including cost, conveyance, royalties and taxes of all materials and cost of all labour, T&P required for the work etc. complete (measurement will be taken on finished compacted section only) as directed by the Engineer-in Charge |
| 3 | Cement concrete (1:3:6) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . |
| 4 | Cement concrete (1:2:4) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . |
| 5 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Column Footing Base |
| 6 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Plinth Beam |
| 7 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Columns |
| 8 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Lintel |
| 9 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Roof Beam(Ground floor) |
| 10 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Roof Slab |
| 11 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR 150mm thick R.C.C. Chain link Stair |
| 12 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR 150mm thick R.C.C. Chain link Stair |
| 13 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR R.C.C. Roof Slab |
| 14 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR 150mm thick R.C.C. Chain link Stair |
| 15 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR Quantity |
| 16 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR Column base |
| 17 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR R.C.C. Roof Beam |
| 18 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR R.C.C. Columns |
| 19 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR R.C.C. Plinth Beam |
| 20 | Rigid smooth centering & shuttering for R.C.C. works including false works and dismantlling them after casting including cost of materials complete. FOR R.C.C. Lintel |
| 21 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance & taxes of SYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills . |
| 22 | Fly ash bricks masonary incm (1:4) after immersing the bricks 6 hrs. in water before use in Foundation and plinth having C.S. 75kg/cm2 in cluding all cost, carriage, royality etc. complete. |
| 23 | Fly ash bricks masonary in cm (1:4) in Superstructure after immersing the bricks 6 hrs. In water before use in all floors having C.S. 75kg/cm2 in cluding all cost, carriage, royality etc. complete. |
| 24 | 12 mm thick cement plaster in cm (1:4) over brick wall finished smooth after raking out the joints including watering, curing with cost, conveyence etc.complete. |
| 25 | 16 mm thick cement plaster in cm (1:4) over brick wall finished smooth after raking out the joints including watering, curing with cost, conveyence etc.complete.In Side Wall Surface |
| 26 | 6mm thick cement plaster in C.M. [1:4] finished smooth to exposed R.C.C. work with cost of all materials labor etc. complete. In Side Ceilling Surface |
| 27 | Finishing wall surface with plastic emulsion paint 2 coat over a coat of primer to the new surfaces of walls with including all cost as per direction of Engineer-in-charge. |
| 28 | Primer One Coat |
| 29 | Finishing wall surface with weather coat 2 coat over a coat of primer to the new surfaces of walls with including all cost as per direction of Engineer-in-charge. |
| 30 | Primer One Coat |
| 31 | Fixing of Kota tiles in floors above 0.4 m size of 20 mm thick of approved make coformaing to l.S:13755 laid on 25 mm thick bed of cement mortal 1:4(1 Cement : 4 sand) and filling joint with white cement of approved quality in slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of tiles or stones. (for new work ) with cost of all materials labur etc complete |
| 32 | Fixing of anti skid granite tiles in floors above 0.4m size of 20mm thick of approved make coformaing to I.S:13755 laid on on 25mm thick bed of Cement mortar 1:4 ( 1 Cement : 4 sand ) and filling joint with white Cement of approved quality in slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of tiles or stones. ( For new work)with cost of all materials labor etc. complete. |
| 33 | Fixing of Ceramic glazed tiles in dados, skirting riser of stepps 20cmx30cm / 20cmx20cm special plane / printed series of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753 on12 mm thick bed of Cement mortar 1:3 ( 1 Cement :3 sand ) jointed with neat Cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost of tiles . |
| 34 | Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia. Of 2mm thick circular pipe with balustrade of size 32mmx32mmx2mm @ 0.90mtr C/C and stainless square pipe of size 32mmx32mmx2mm in 3 rows in staircase as per approved design and specification etc all completed. |
| 35 | Providing fitting , fixing of AI.door with anodized AI. door section of 9202 as vertical member, 9201 as top, 9200 as bottom and middle member with frame section as 9221with tapered clip No.4660 and the frame to be completed by means of jointing angle No.1855including all cost of labour, T & P hire charges of drilling machine, labour charges etc.complete excluding cost of laminated board. |
| 36 | Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame. shutters and all fitting and fixtures. |
| 37 | Providing , fitting and fixing up partition walling OEL aluminum anodized section No.9210 and 9207 as single groove and double groove respectively as horizontal and vertical member and OEL section 4660 asTapered clip for fixing up 12mm thick prelaminated board (Nova pan Make) and jointing angle No. 1855 etc. complete as per Engineer-in-charge. |
| 38 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks,mounted on specially designed pipe shart with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454-part 1 and M.S. top cover of required thickness for rolling shutters. (As per CPWD Vol-1 page 745 sl No.10.6.1) |
| 39 | painting enamel paint 2 coat over a voat of primer to the new surfacesof rolling shutter with including all cost as per direction of Engineer-in- charge |
| 40 | Providing fitting , fixing of PVC door with OEL anodized AI. Door section of 9202 as vertical member, 9201 as top member and 9200 as bottomand member and 6mm plain glass in top portion with 12mm thick pre-laminated boartd in bottom portion fixed on door frame by means of tapered clip No.4660 and the frame to be completed by means of jointing angle No. 1855 including all cost of labour , T & P , hire charges of drilling machine , labour charges etc. complete. |
| 41 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Truss Work |
| 42 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Bottom Chord (50 X 50 X 6) for 61 Nos Truss |
| 43 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Top Chord (50 X 50 X 6) for 61 Nos Truss |
| 44 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Web (35 X 35 X 5) for 61 Nos Truss vertical & Diagonal |
| 45 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Purlin (ISMC100) mm |
| 46 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Wind Tie Flat 40 X 5 |
| 47 | Supplying, Manufacturing, fabrickcating & assembling of frame structure at stage area with circular /square hollow steel tube section of TATA STRUCTURE shall conform to CHS-IS-1161 & 22 /SHS/RHS of IS 4923 grade for shed component viz, column , truss, purlin etc as per approved drawing including two coat of primer & two coat of enamel painting. FOR Base plate 6 mm thick plate |
| 48 | Labour for fitting, fixing Hoisting joists and placing in position including all complete as per direction of Engineer -in-Charge |
| 49 | Supplying all materials , labour, T & P, fixing of aluminium roof sheet in roof drilling holes in wind ties includingcoloured profile G.I. sheets in roofing including cost of nuts and bolts etc. |
| 50 | Watercooler for Drinking Purpose |
| 51 | Electrical Cost (Internal) |
| 52 | Internal Plumbing Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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