Tender For Regular Repairs & Maintenance Of Roads In Ward No. 45 & 56.
Tender Value
33.91 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
0 days left
EMD
34000
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Regular Repairs & Maintenance Of Roads In Ward No. 45 & 56.
BOQ
| Sl. No. | Item Description |
| 1 | Labour for removing of Cement Concrte Paver block surface including base etc all complete as per the specification and direction of Engineer-in-charge. |
| 2 | C:C: (1:4:8) using 4 cm. size H.G. C.B metal including the cost of all materials, labour carriage, royalty etc complete. |
| 3 | Re Laying of old removed Factory made Chamfered edge Cement Concrete Paver Bliocks of required strength, thickness & size/shape made by table Vibratory method , to attain superior smoth finish using PU or Equivalent moulds ,Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand , copmacting and proper embedding / laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath , parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In -Charge. 80mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete.(Without cost of Paver) |
| 4 | Providing and Laying Factory made Chamfered edge Cement Concrete Paver Bliocks of required strength, thickness & size/shape made by table Vibratory method , to attain superior smoth finish using PU or Equivalent moulds ,Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand , copmacting and proper embedding / laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath , parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In -Charge. 80mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete. |
| 5 | Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. (Data for 1 Cum) |
| 6 | Earth work in excavation of foundation in ordinary soil within 50 mtr initial lead, 1.5 mtr initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30 mtr depths and as per specification and direction of E-I-C |
| 7 | Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer- in-charge. |
| 8 | Supply and filling in foundation and plinth with river sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C |
| 9 | PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C |
| 10 | RCC M-25 using 12 mm & 20 mm size c.b.h.g chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering & curing, finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyance, royalties, taxes of all materials and cost of all labour T & P, such as concrete mixer, concrete vibrator etc all complete as per the specification and direction of Engineer-in-charge. |
| 11 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision) |
| 12 | Suppying all materials, labour, T&P for laying with well watering and rolling withHRR etc Complete. |
| 13 | Providind and laying \\"BITUMINOUS MACADAM\\" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works |
| 14 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work. |
| 15 | Labour for scrapping, cleaning the road surface applying tack coat using 3.00 Kg of bitumen for 10M2 and laying 75 mm. thick built up spray grouting in two layers 37.50 mm. thick each layer using 0.45 Cum of 25 mm. to 40 mm. size hard grauite metal and 12.00 kg penetration grade of bitumen for 10.00M2 in each layer with 0.12 Cum of 12 mm. chips as key stone for 10M2 spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P.R.R. including hire and running charges of P.R.R and all other machineries but including costs and conveyance of bitumen metal and chips as per specification and direction of Engineer-in-charge. (Data for 5889M2) |
| 16 | Labour for laying 20mm thick premix carpet using 0.27 cum of 13.20 mm to 5.60mm size crushed stone chips and 14.60Kg penetration grade of bitumen for 10M2 including hand packing to proper camber and consolidation with P.R.R. including the hire and running charges of P.R.R. hot-mix plant bitumen boiler and all other T&P articles but including the cost of all materials, conveyance, bitumen etc complete |
| 17 | Labour for laying 6mm thick pre-coated seal coat type-B using 0.06 cum of 6.70mm chips as per seive analysis and 6.80 Kg of bitumen for 10M2 area including the hire & running charges of P.R.R. hot-mix plant, terboiler and all other T&P articles but including the cost & conveyance of chips bitumen. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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