Tender For Stmc Work For 6 Nos. Of Roads For An Aggregated Length Of 24.989 Km Under Sambalpur (R And B) Division-Ii (Package-9)
Tender Value
88.78 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
11 days left
EMD
88800
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc Work For 6 Nos. Of Roads For An Aggregated Length Of 24.989 Km Under Sambalpur (R And B) Division-Ii (Package-9)
BOQ
| Sl. No. | Item Description |
| 1 | SH-10 Bansimal to Tileimal via Lapanga From 0/00 to 11/139km.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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | 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 |
| 3 | Maintenance of Earthen Shoulder (filling with fresh soil)- Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 4 | Scraping old paint by scrapers, sand papering and washing with soap water |
| 5 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old un plastered concrete surfaces |
| 6 | White Washing (Tree) |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] |
| 8 | Providing and laying 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 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 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) |
| 9 | 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, uniform and free from streaks and holes. |
| 10 | SH-10 to Khadiapali via Dhubenchhapal from 0/00 to 4/036 km. 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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 11 | 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 |
| 12 | Maintenance of Earthen Shoulder (filling with fresh soil)--Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 13 | Scraping old paint by scrapers, sand papering and washing with soap water |
| 14 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old un plastered concrete surfaces |
| 15 | White Washing (Tree) |
| 16 | Earth work in excavation of foundation in hard soil including dewatering , shoring and shuttering etc. |
| 17 | Loosening,levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause-305 of MOSRT&H Specifications for Road & Bridge works(4th. Revision) |
| 18 | Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(5th. Revision) . |
| 19 | Supplying & laying of precast, interlocking concrete block of 80mm thick of approved design and filling the joints with sand on the prepared surface including cost of all charges etc. complete as per M.OR.D specification . |
| 20 | Disposal of excavated earth by mechanical means including loading and unloading as per directed by Engineer-in-chage etc. complete in all respect. |
| 21 | Providing filling sand well watered and rammed. |
| 22 | P.C.C. M-15 levelling course |
| 23 | P.C.C. M-15 in Foundation and sub structure |
| 24 | Providing weep holes. |
| 25 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] |
| 26 | Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler |
| 27 | Jangla to Bomaloi from 10/900 to 12/900km. and 14/650 to 15/250km. and 19/900 to 20/239km. 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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 28 | 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 |
| 29 | Maintenance of Earthen Shoulder (filling with fresh soil)--Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 30 | White Washing (Tree) |
| 31 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 32 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 33 | Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge. |
| 34 | Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge. |
| 35 | Reinforced cement concrete M-20 nominal mix in foundation & Sub structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge. |
| 36 | Reinforced cement concrete M-20 nominal mix in Super structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge. |
| 37 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Sub-structure complete as per drawing and technical specification. |
| 38 | Providing weep holes in brick masonary / plain or reinforced concrete abutment with 100mm dia AC pipe |
| 39 | Loosening,levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause-305 of MOSRT&H Specifications for Road & Bridge works(4th. Revision) |
| 40 | Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(5th. Revision) . |
| 41 | Supplying & laying of precast, interlocking concrete block of 80mm thick of approved design and filling the joints with sand on the prepared surface including cost of all charges etc. complete as per M.OR.D specification . |
| 42 | Disposal of excavated earth by mechanical means including loading and unloading as per directed by Engineer-in-chage etc. complete in all respect. |
| 43 | Sardhapali to Banjiberna via Khadiapali From 0/00 to 3/364km.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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 44 | 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 |
| 45 | Maintenance of Earthen Shoulder (filling with fresh soil)- Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 46 | Scraping old paint by scrapers, sand papering and washing with soap water |
| 47 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old un plastered concrete surfaces |
| 48 | White Washing (Tree) |
| 49 | Earth work in excavation of foundation in hard soil including dewatering , shoring and shuttering etc. |
| 50 | Loosening,levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause-305 of MOSRT&H Specifications for Road & Bridge works(4th. Revision) |
| 51 | Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(5th. Revision) . |
| 52 | Supplying & laying of precast, interlocking concrete block of 80mm thick of approved design and filling the joints with sand on the prepared surface including cost of all charges etc. complete as per M.OR.D specification . |
| 53 | Disposal of excavated earth by mechanical means including loading and unloading as per directed by Engineer-in-chage etc. complete in all respect. |
| 54 | Providing filling sand well watered and rammed. |
| 55 | P.C.C. M-15 levelling course |
| 56 | P.C.C. M-15 in Foundation and sub structure |
| 57 | Providing weep holes. |
| 58 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] |
| 59 | Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler |
| 60 | Derba to Gumukarma From 1/454 to 2/793km.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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 61 | 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 |
| 62 | Maintenance of Earthen Shoulder (filling with fresh soil)- Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 63 | Scraping old paint by scrapers, sand papering and washing with soap water |
| 64 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old un plastered concrete surfaces |
| 65 | White Washing (Tree) |
| 66 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] |
| 67 | Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler |
| 68 | Thelkuli to Ghichamura Beunra road From 0/000 to 0/900km. and 5/472 to 6/874km.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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 69 | 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 |
| 70 | Maintenance of Earthen Shoulder (filling with fresh soil)- Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 71 | White Washing (Tree) |
| 72 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] |
| 73 | Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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