Tender For Improvement To Left Bank Service Road On Biswanathpur Minor From Rd 1.30 Km To 2.50 Km (Near Village Charikpada To Palapenda)
Tender Value
82.22 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
12 days left
EMD
82300
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puri → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Left Bank Service Road On Biswanathpur Minor From Rd 1.30 Km To 2.50 Km (Near Village Charikpada To Palapenda)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal ; rubbish up to a distance 50 Mtr. Outside disposal of unserviceable materials with all leads,lifts and delifts with cost of all labour T&P, labour welfare cess etc.complete as per direction the Engineer-in-charge. |
| 2 | Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty,EMF,DMF,Additional charges of materials, labour cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only |
| 3 | Quarrying, collecting & supplying good quality moorum and sand from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50m x 0.50m to be measured as one cum and conveying from premeasured stacks and mixing the sand and moorum in required proportion (40:60) to form the admixture and spreading the admixture over the prepared surface not exceeding 100mm in layers to required thickness including watering and compacting to required density with P.R.R including cost, conveyance, royalty and all other taxes of all materials and cost of labour, EMF, DMF T&P required for the work including hire & running charges of machineries with all leads, lifts and delifts and labour welfare cess etc. complete in all respects and as per specification and direction of the Engineer-In-Charge. |
| 4 | Providing laying,spreading and compacting stone aggregates of IRC Grade-I metal of size 90 mm to 45 mm free from weathered skin and deleterious materials to water bound macadam,screen dust specification including spreading in uniform thickness ,hand packing, rolling with 3 wheeled steel roller 8-10 tonns in stages to proper grade and camber ,applying and brooming requisite type of aggregates,watering & compacting to the required density and thickness of 100 mm as per clause No- 404 of MOSRT&H specification for road and bridge works (4 th revision) including cost,conveyance,royalty, EMF,DMF, Additional charges and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge. |
| 5 | Collecting, supplying and stacking good quality laterite moorum at work site in standard box heap size of 1.50M x 1.50M x 0.50M to be measured as 1 cum for pre-measurement beyond the trafficable berms and conveying from stacks, spreading mrooum with all leads, lifts and delifts, handling and rehanding charges including cost, conveyance, royalty of all material, EMF,DMF, Additional charges of materials,etc. labours and hire charges of T&P materials required for the work, watering and consolidation with PRR including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-charge. |
| 6 | Earth work in excavation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear away from work site with all leads,lifts,delifts and dewatering including removing bushes,stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all materials,labour,T&P,hire and running charges of machinaries,welfare cess etc.complete as per direction of the Engineer-in-charge. |
| 7 | Filling foundation and plinth with good quality sand from approved quarry in layers not exceeding 22.50 cm in thickness well watered and rammed with cost,conveyance,royalty, labour, T&P,EMF,DMF,Additional charges of materials, cess etc. complete as per direction of the Engineer-in-charge. |
| 8 | Cement concrete M15 grade with crushed granite coarse aggregate of size 40mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge. |
| 9 | Cement concrete M15 grade with crushed granite coarse aggregate of size 20mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge. |
| 10 | Providing form work of concrete in irrigation structure with F1 finish of upstream faces of dams,spillway,glacis of barrages, unexposed surface of foundation,block joints etc.with steel shutter rigidly fixed and removal of forms and making good to the surface where necessary complete with all labour,materials and T&P including labour cess complete as directed by the Engineer-in charge. |
| 11 | Rigid smooth centering shuttering for R.C.C.work including dismantling then after casting including cost of all materials & T&P etc.complete as per the direction of the Engineer-In-Charge etc complete.(Plinth band, Footing, Pre Cast slab etc). |
| 12 | Rigid smooth centering shuttering for R.C.C.work including dismantling then after casting including cost of all materials & T&P etc.complete as per the direction of the Engineer-In-Charge etc complete.(RCC walls, Fins etc) |
| 13 | Supplying,providing & laying in position of hume pipe NP3 150 MM Dia with all cost , carriage, royality, EMF, DMF, labour,etc.complete as per direction of engineer in charge. |
| 14 | Filling foundation and plinth with excavated earth well watered and rammed with all leads,lifts,delifts labour, T&P, EMF,DMF,cess etc.complete as per direction of the Engineer-in-charge. |
| 15 | Supplying,providing & laying in position of hume pipe NP3 600 MM Dia with all cost , carriage, royality, EMF, DMF, labour,etc.complete as per direction of engineer in charge. |
| 16 | RCC /Cement concrete M25 grade with crushed granite coarse aggregate of size 20mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge. |
| 17 | Supplying, cutting, bending binding tying the grills and placing in position of uncoated HYSD reinforcement for RCC work including cost, carriage & cess of all materials ,labour,T&P and cost of binding wire etc.complete as per direction of the Engineer-in-charge. |
| 18 | Providinig bituminous filler joint with 12mm thick to be filled with Bitumenous expansion joint board for drainage gallery as per approved design including fixing in proper allignment inclusive of cost of materials, with hire &running charges of all machineries with all labour &T & P required for the work etc.complete in all respect as per specification and direction of the Engineer-in-Charge |
| 19 | Providing, weep holes in concrete works in abutments/ wing walls/return walls with 100mm diaAC pipe extending through the full width of the structure with slope of 1 V: 20 H towards drawing face with cost of all materials, all labour all taxes, T & P etc.Complete including labour welfarecess as per specification and direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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