Tender For Stmc For 2 Nos Of Roads For A Length Of 31.918 Km Under Khariar R&B Division(Package 1).
Tender Value
1.22 Crore
Estimated cost
Bid Submission
21 Oct 2026
6 days left
EMD
1.23 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
Nuapada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc For 2 Nos Of Roads For A Length Of 31.918 Km Under Khariar R&B Division(Package 1).
BOQ
| Sl. No. | Item Description |
| 1 | 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 as per MORT&H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 2 | Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from road side masonry open drain/ nikashi etc. by mathor labour, removing the sludge etc. by using iron pans, buckets including all labour, tools and plants including expulsion of impure/ inflamable/ asphyxiating gases from the drain etc. and removing the spoils in dry condition and disposing the same by truck beyond the area of municipal corporation/ municipality/ NAC/ industrial township authority etc. for such disposal including the cost of loading, unloading, transportation and making arrangement of necessary land for disposal, spreading and levelling as necessary etc. and cleaning the road side complete as per direction of engineer-in-charge.(Land for disposal to be arranged by the contractor)(Payment will be made on the basis of actual stack measurement of spoils in dry condition at road side.(As Per Practical field Observations) |
| 3 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes up to ROW(bothsides) complete in all respects including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per maintenance standards Clause no 3.1.(Frequency of cleaning will be one time in a quarter)a) Shoulders including side slopes of embankment upto toe line both sides of the carriageway.(Frequency of cleaning will be four times in a year, however limited to only areas prone to growth of rank/undesirable vegetation and weeds) |
| 4 | Providing and laying Bituminous Concrete (GR-II) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 5 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 6 | 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. |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 8 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor etc complete. |
| 9 | Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3mm wide or incipient fretting or disintegration in an existing bituminous surfacing completed as per Morth specifications Section 510 and as per direction of the Engineer In-charge (fog spray). |
| 10 | Providing sealing to cracks wider than 3mm using slow curing Bitumen imulsion and applying Crusher dust complete as per Technical Specifications Clause no.3004.3.3 as per satisfaction of the Engineer-In-Charge |
| 11 | Painting and lettering of existing parapet of culverts/bridges, kerb stone & installation of missing KM/HM Stones and painting & lettering of existing KM/HM stones and repairing of damaged kerb stones/rain suit. |
| 12 | 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 matter, dressing of sides and bottom and backfilling with approved material. |
| 13 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 14 | P.C.C.M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 15 | P.C.C.M-15 Grade in Foundation & Sub-structure bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 16 | Providing weep holes in brick masonary / plain or reinforced concrete abutment with 100mm dia AC pipe |
| 17 | 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. |
| 18 | (Delineator) Roadway Indicator conforming to IRC:79( SOR-2022 Page No.124 item No.33 |
| 19 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.90 cm equilateral triangle |
| 20 | 60 cm circular |
| 21 | 80cmx60cm Rectangular |
| 22 | 90 cm high octagon |
| 23 | 50cm x 60cm size rectangular single chevron |
| 24 | 30cm x 90cm square size retro-reflectorised |
| 25 | 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 |
| 26 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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