Tender For Reconstruction Of (I)Shantipur Phelichuk Road (L=1.00Km, From Ch.0.00M To 1000.00M),(Ii)Kolapani Krishipam Road ,From Ch.0.00M To 1100.00M),(Iii)Tamulbari Chariali Ghatuwarting Connecting Road From Ch.0.00M To 780.00M),(Iv)Birinasayek Connecti
Tender Value
1.11 Crore
Estimated cost
Bid Submission
30 Jul 2025
0 days left
EMD
2.24 Lakhs
Bank guarantee accepted
Document Fee
2200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
titabor → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Reconstruction of (i)Shantipur Phelichuk Road (L=1.00km, from Ch.0.00m to 1000.00m),(ii)Kolapani Krishipam Road ,from Ch.0.00m to 1100.00m),(iii)Tamulbari chariali Ghatuwarting connecting Road from Ch.0.00m to 780.00m),(iv)Birinasayek connecting to chegelichuk Ali Roadfrom Ch.0.00m to 1200.00m)underMukhya Mantrir Path Nabikaran Aachani (MMPNA) for the year 2025-26 under Jorhat and Titabor Territorial Road Division in Jorhat District(Titabor LAC).
BOQ
| Sl. No. | Item Description |
| 1 | (i)Shantipur Phelichuk Road (L=1.00km, from Ch.0.00m to 1000.00m)Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. |
| 4 | Providing laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- |
| 5 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM surface) |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 Statement-3 |
| 8 | Semi Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 ΤΡΗ batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd, grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H l no.508 complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt)(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)(1) with 60/70 or VG-30 grade bitumen for Gradingll(10 mm nominal size) |
| 9 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 10 | 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 and conforming to the MoSrt&H specifications |
| 11 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and hackfilling in trenches with excavated suitable material |
| 12 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 |
| 13 | Laying 1st class bedding on well compacted sand, moorurn as per clause115(ii) Granular bedding |
| 14 | Brik masonry work in cement mortar in foundation of wall complete excl pointing and plastering as per drawing and technical specification clause 1100 (in prop. 1:4) |
| 15 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and naranets Clause 1106 Plastering with cement mortar B)1000mm dia |
| 16 | Plastering with cement mortar (1:6) 15mm thick on brick work for substructure as per Technical Specification |
| 17 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm equilateral Triangle |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm circular |
| 19 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801800mmx600mm rectangular |
| 20 | (ii)Kolapani Krishipam Road ,from Ch.0.00m to 1100.00m)Makingup loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipmentat OMC up to a lead of 1000m as per technical specification Clause 1903.(existing width of shoulder is considered 1.00m) |
| 21 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface,damaged edge sand ravelling as per technical specification Clause 1906 |
| 22 | Prime Coat Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 23 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 24 | Dense Graded Bituminous Macadam (Providing and laying densebituminous 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)(I)With 60/70 or VG-30 grade bitumen for grading II (10mm nominal size) |
| 25 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level andalignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 |
| 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, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 27 | Brick masonry work in cement mortar in foundation of wallcomplete excluding pointing and plastering as per drawing and technical specifications clause 1100(in prop.1:4) |
| 28 | Plastering with cement mortar (1:6) 15mm thick on brick work for substructure as per Technical Specification |
| 29 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm equilateral triangle |
| 30 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm circular |
| 31 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801800mmx600mm rectangular |
| 32 | (iii)Tamulbari chariali Ghatuwarting connecting Road from Ch.0.00m to 780.00m)Makingup loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipmentat OMC up to a lead of 1000m as per technical specification Clause 1903.(existing width of shoulder is considered 1.00m) |
| 33 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface,damaged edge sand ravelling as per technical specification Clause 1906 |
| 34 | Prime Coat Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 35 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 36 | Dense Graded Bituminous Macadam (Providing and laying densebituminous 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)(I)With 60/70 or VG-30 grade bitumen for grading II (10mm nominal size) |
| 37 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level andalignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 |
| 38 | 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 streaksand holes and conforming to the MoSrt&H specifications |
| 39 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801800mmx600mm rectangular |
| 40 | Providing and foxing of typical PMGSY informatory gn board with Logo as per MORD specifications and drawing Three MS Plates of 16 mm thick, top and middle plate daly welded with MS flat iron 25mm 5m size on hack on edges. The lower plate will be weided with Ms angle iron frame of 25mm 25mm Som The angle won frame of the lower most plate and flat non frame of unddle plate will be welded to 2 nos 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm450mmx600mm 600mm below ground level The top mot hamond plate will be welded to undic plate by 47mm x 47mon of 12 SWG steel plate hibe All MS will be stove enameled on both sides Lettering and printing arrows, border etc will be panted with ready used synthetic enamel paint of sepenor quality in required shade and colour All sections of franted posts and steel tube will be painted with premer and two coats of epoxy pant as per drawing Clause 1701 and Annexure 1700.1 |
| 41 | (iv)Birinasayek connecting to chegelichuk Ali Roadfrom Ch.0.00m to 1200.00m)Makingup loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipmentat OMC up to a lead of 1000m as per technical specification Clause 1903.(existing width of shoulder is considered 1.00m) |
| 42 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface,damaged edge sand ravelling as per technical specification Clause 1906 |
| 43 | Prime Coat Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 44 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 45 | Dense Graded Bituminous Macadam (Providing and laying densebituminous 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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)(I)With 60/70 or VG-30 grade bitumen for grading II (10mm nominal size) |
| 46 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level andalignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 |
| 47 | 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 and conforming to the MoSrt&H specifications |
| 48 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm equilateral triangle |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801600mm circular |
| 50 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical SpecificationClause 801800mmx600mm rectangular |
AI Tender Summary
Tender Timeline
Jul 11, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 30, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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