Tender For Stmc For Gajabandh Chowk To Julunda Chowk From 0/00 To 5/994 Km Bankipali To Gulihapadar Via Gidmal From 10/411 Km To 15/861Km Jogeswar-Kapileswar Road From 0/00 To 4/510 Km And Jagannath Road From 0/00 To 2/252 Km For Yr 2026-27
Tender Value
70.94 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
13 days left
EMD
71000
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sonepur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc For Gajabandh Chowk To Julunda Chowk From 0/00 To 5/994 Km Bankipali To Gulihapadar Via Gidmal From 10/411 Km To 15/861Km Jogeswar-Kapileswar Road From 0/00 To 4/510 Km And Jagannath Road From 0/00 To 2/252 Km For Yr 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision).- (i) GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 2 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 3 | JOGESWAR - KAPILESWARS ROAD |
| 4 | JAGANNATH ROAD |
| 5 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision).- (ii) GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 6 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 7 | JOGESWAR - KAPILESWARS ROAD |
| 8 | JAGANNATH ROAD |
| 9 | Construction of Granular Sub-Base by providing Grading-VI material, 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-JAGANNATH ROAD |
| 10 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material upto 1000m lead including cost of all labour, machinery etc complete per Technical Specifications and Clause 305.4.3 of MoRT&H Specifications for Road & Bridge works (5th Revision).-JAGANNATH ROAD |
| 11 | Re-working of scarified bituminous surface suitably after supplementing base materials with sand & compacting finished surface including cost, conveyance, royality of sand & cost of all labour, machinery etc complete as per Technical Specifications and Clause-501.8.3.2 of MoRT&H Specifications for Road & Bridge works (5th Revision)-JAGANNATH ROAD |
| 12 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision).-JAGANNATH ROAD |
| 13 | Providing Primer Coat with bitumen emulsion (SS) on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).-JAGANNATH ROAD |
| 14 | Providing and applying tack coat with emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.-BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 15 | JOGESWAR - KAPILESWARS ROAD |
| 16 | JAGANNATH ROAD |
| 17 | Providing and laying Bituminous Macadam using crushed aggregate of grading-II materials premixed with bitumenous binder, transported to site, laid over a previous prepared surface with hydrostatic paver finisher with sensor control to the required grade and level and alignmentand rolled as per Clause No.-501-6 and 501-7 to achive the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (Latest revision) -JAGANNATH ROAD |
| 18 | Providing and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-II materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (4th Revision)-JOGESWAR - KAPILESWARS ROAD |
| 19 | JAGANNATH ROAD |
| 20 | Filling Pot-holes and Patch Repairs with Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface to the required grade, level and alignment and rolled as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision).-BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 21 | Providing and laying moorum in the shoulders to the required grade, level and alignment, rolling with smooth wheeled rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respectsspecification clause No. 508-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 22 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 23 | JOGESWAR - KAPILESWARS ROAD |
| 24 | JAGANNATH ROAD |
| 25 | Supplying Fitting Fixing of 15 cm dia 1 mt long guard posts of RCC 1:2:4 using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc completeGAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 26 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level.-BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 27 | JOGESWAR - KAPILESWARS ROAD |
| 28 | JAGANNATH ROAD |
| 29 | Providing & erecting a W metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 30 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 31 | Earthwork in excavation hard soil including all cost etc within initial leads and lifts complete. for Guard Post-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 32 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 33 | PCC M-25 Grade using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 34 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 35 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 36 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 37 | JOGESWAR - KAPILESWARS ROAD |
| 38 | JAGANNATH ROAD |
| 39 | Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as pper IRC -67made of high intensity grade sheeting vide clauses 801.3 fixed over aluminium sheeting 1.5 mm thicksupported on a mild steel angle post 75mm x75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing- For 90 cm equilateral Triangle-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 40 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 41 | JOGESWAR - KAPILESWARS ROAD |
| 42 | JAGANNATH ROAD |
| 43 | For 60 cm Circular- GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 44 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 45 | JOGESWAR - KAPILESWARS ROAD |
| 46 | JAGANNATH ROAD |
| 47 | For 90cm x 30cm Rectangular- GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 48 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 49 | JOGESWAR - KAPILESWARS ROAD |
| 50 | JAGANNATH ROAD |
| 51 | For 90 cm Octagon-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 52 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing- GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 53 | BANKIPALI TO GULIHAPADAR VIA GIDMAL ROAD |
| 54 | JAGANNATH ROAD |
| 55 | JOGESWAR - KAPILESWARS ROAD |
| 56 | Earth work in excavation in all kinds of soil for road works as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per clause 301 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.-JOGESWAR - KAPILESWARS ROAD |
| 57 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision).- JOGESWAR - KAPILESWARS ROAD |
| 58 | PCC M-15 Grade in foundation bed as levelling course of structure & CD work using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 17- JOGESWAR - KAPILESWARS ROAD |
| 59 | PCC M-15 Grade in Substructure of structure & CD work using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 17- JOGESWAR - KAPILESWARS ROAD |
| 60 | RCC M-20 grade in Foundation with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).- GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 61 | JOGESWAR - KAPILESWARS ROAD |
| 62 | JAGANNATH ROAD |
| 63 | RCC M-20 grade in substructure of with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).-GAJABANDH CHOWK TO JULLUNDA CHOWK ROAD |
| 64 | Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of Fe-500 gr.) including cost, conveyance of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision).- JOGESWAR - KAPILESWARS ROAD |
| 65 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe, fixing with cement mortar including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -2706 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).- JOGESWAR - KAPILESWARS ROAD |
| 66 | Metal spall backing to weep holes of abutments, deep drain with HB stone aggregates of 50mm size including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works (5th Revision).- JOGESWAR - KAPILESWARS ROAD |
| 67 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge. -JOGESWAR - KAPILESWARS ROAD Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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