Tender For Improvement To Service Road Of Ghanatri Minor From Rd 00M To 5070M And Meringi Minor From Rd00m To 3400M Of Badanalla Irrigation Project.
Tender Value
5.02 Crore
Estimated cost
Bid Submission
26 Oct 2026
24 days left
EMD
5.02 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
Rayagada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Service Road Of Ghanatri Minor From Rd 00M To 5070M And Meringi Minor From Rd00m To 3400M Of Badanalla Irrigation Project.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing of grass and removal of rubbish up to a distance of 50 metres outside the area with supply of all equipments, tools and plants, labour required for the work including supervision charges and all taxes, cess, etc. but excluding GST all complete as per the direction of the Engineer-in-charge. |
| 2 | Earthwork in excavation, loading, unloading and carriage by mechanical means in all kind of soil including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering, trimming of slopes and bed with all labour & machineries required for the work, cess and taxes but excluding GST etc. complete in all respect as per the approved drawing, specification and direction of the Engineer-in-Charge. |
| 3 | Construction of road embankment with approved earth obtained from borrow pits with all leads and lifts, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet the requirement of table 300-2 and Clause 305 of MoSRT&H Specifications for Road & Bridge Works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, Cess excluding GST etc.complete as directed by the Engineer-in-charge. (Measurement shall be taken on finished level section) |
| 4 | Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 5 | Supplying, collection good quality of moorum including conveying from stacks and spreading in sub-base in layers watering and compacting to the required density in OMC with Vibratory Roller but excluding cost and conveyance of sub base materials etc complete including royalty, cess, taxes and T&P with all leads, lifts and delifts and all labour etc required for the work complete in all respect and as per specification and as per the direction of the Engineer-in-charge. |
| 6 | Construction of granular sub-base by providing close graded granular materials of Grading-III as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoRT&H specifications for Road & Bridge works (4th Revision) including royalty, cess, taxes of all materials excluding GST and T&P with all leads, lifts and delifts and all labour etc required for the work complete in all respect and as per specification and as per the direction of the Engineer-in-charge. |
| 7 | 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, Cess etc. complete as directed by the Engineer-in-charge. |
| 8 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, Cess etc. complete in all respect, but as directed by the Engineer-in-charge. |
| 9 | Providing and applying tack coat using 3.0 Kg of bitumen emulsion(RS-1) for 10 Sqm on prepared surface of granular base including cleaning of road surface and heating bitumen to required temperature, conveying and applying hot bitumen with all leads, lifts and delifts including cost, conveyance etc. of bitumen and fuel, all labour charges, hire and running charges of tar boilers and all other T & P articles, Cess etc. complete in all respect, but as per specification and as directed by the Engineer-in-charge. |
| 10 | Providing and laying bituminious macadam (Grading-II) of19mm nominal size with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth sheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for road & bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect, but as directed by the Engineer-in-charge. |
| 11 | Providing and laying semi dense bituminious concrete (Grading-II) of 10mm nominal size 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 hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect, but as directed by the Engineer-in-charge. |
| 12 | Conveying from stacks and binding road surface with sand 6mm thick of approved quality with all leads, lifts & delifts, all labour charges, T&P, B & O.C. Workers Welfare Cess etc. complete but excluding cost, conveyance, royalty, EMF, DMF & Additional Charges & taxes etc. of sand as directed by the Engineer-in-charge. |
| 13 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF & additional charge, taxes of all materials but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge |
| 14 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF & additional charge, taxes of all materials , but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge |
| 15 | Providing formwork for concrete with F1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 16 | Rough stone dry packing in aprons and revetments to designed thickness and slope using stone other than granite quarried,broken and stacked above 0.003cum of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering, if any with all cost, labour, conveyance and all leads and lifts, royalties, cess, T&P, taxes of all materials excluding GST etc complete in all respect as per drawing, specification and direction of the Engineer- in- charge. |
| 17 | Providing weep holes in plain / reinforced concrete walls, abutment , wing wall/ return wall, retaining wall etc with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face complete as per approved drawing and technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the PVC pipes with all labour , T&P , cost, carriage, cess, taxes of all materials excluding GST, etc complete as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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