Tender For special repair To Brahmanapada To Baradakhole Boxcell Culvert (1X6x3), Protection Wall(210 Mtr) At Ch. 2/80Km For The Year 2026-27
Tender Value
56.77 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
4 days left
EMD
56800
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kandhamal → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special repair To Brahmanapada To Baradakhole Boxcell Culvert (1X6x3), Protection Wall(210 Mtr) At Ch. 2/80Km For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavatgion of foundation work in hard soil or gravelly soil within initial lead of 50m and initial lift of 1.5mtr including rough dressing and breaking clods to maximum 5cm to 7cm and laying layers not exceeding 0.30M in depth to proper profile with cost conveyance taxes of all materials royalty , DMF EMF & Addl. charges of royalty including cost of labour T&P etc complete as per direction of the Engineer-in-charge |
| 2 | Providing supplying filling in foundation and plinth with fine course sand in required thick layers free from organic and materials, well watered and rammed including all cost conveyance, royality ncluding cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, taxes and all Labour, cess, T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished compacted section only) |
| 3 | Providing Cement Concrete (1:3:6) with 40mm size clean hand broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance taxes royality, labour of all materials and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge |
| 4 | Providing and laying plain cement concrete of M-15 of controlled quality having a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. Foundation |
| 5 | Sub-Structure |
| 6 | Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 12mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty , taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge |
| 7 | RCC of M-25 of controlled quality having minimum cube strength of 250 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where necessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty taxes etc, of all materials required for the work with cess etc complete in all respect excluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge. RAFT |
| 8 | Rib & Hunches |
| 9 | Deck Slab |
| 10 | RCC of M-30 of controlled quality having minimum cube strength of 300 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where necessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, royalty, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty taxes etc, of all materials required for the work with cess etc complete in all respect excluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge. Wearing Course |
| 11 | Construction of precast RCC railing of M30 grade, aggregate size not exceeding 12 mm as per approved drawings and technical specifications. including Cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges of roaylty taxes of all materials & labour,T&P,Cess complete as per direction of the Engineer- in - Charge |
| 12 | Providing and supplying of HYSD bars confirming to approved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including cess etc complete as per the specifiction and direction of Engineer-in- charge |
| 13 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 and as per the direction of the Engineer in charge |
| 14 | Providing and laying of filter media with stone crushed aggregates of 45m sizeof approved quality and from approved quarry satisfying the requirements laid down in clause 2504.22 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the eniter surface behind aboutment wing wall and return wall to the full height compacted to a firm condtion including cost,conveyance royality of all materials labour charge with T&P and Cess etc required for the work complete as per direction of E.I.C |
| 15 | Providing and Laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no fragment and direction of engineer-in-charge. |
| 16 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, 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 mtrs including removal & disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge. |
| 17 | Dismantling of existing structures like culverts, bridges, retaining wall and other structure comprising of brick masonary, including disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per technical specification clause 202 |
| 18 | Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by mechanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C |
| 19 | Providing and laying of granular sub-base in layers not exceeding 225mm by providing stone screening, spreading in uniform layer with mortor graded on prepared surface, mxing mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete as per clause 401 of MoSRT&H specification for road and bridge work (4th revision) including cost conveyance and royalty of all materials with all labur T&P Cess etc complete and as per direction of Engineer-in-Charge. |
| 20 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site,laying in uniform layers with paver in sub-base/base cource on well prepared surface and compacting with vibratory roller to achieve the desirde density.with cost,conveyance,royality, DMF, EMF & Additional royalty including cost of all labour,T &P and cess required for the work complete in all respects as per direction of the Engineer-In-Charge. |
| 21 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in open foundation as per drawings & Technical Specification clauses 802,803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 22 | Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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