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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.8 Cr+₹9.4 L (5.59%)Rejected-AOC KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | ₹1.8 Cr+₹9.4 L (5.59%) | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | PABAN BORGOHAIN L1 | M/S Manab Jyoti Gogoi & Co. L2 |
|---|---|---|---|---|---|
| 1.00 | 1. Re-Construction of Road from Nimonagarh Nagabasti Rajgarh(Ch. 1900.00m to Ch. 2500.00m and Ch. 4300.00m to Ch. 7540.00m ) Total Length 3.84KM Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stock pilling at designated locations and disposal of dismantled material, disposal material upto a lead of 1000m stacking serviceable and unserviceable materials separately. | 52.32 | Cum | 1,181.08 ₹61,794.11 Lowest | 1,181.08 ₹61,794.11 Lowest |
| 2.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land | 1,973.98 | Cum | 339.68 ₹6,70,521.53 Lowest | 339.68 ₹6,70,521.53 Lowest |
| 3.00 | Making up loss of material/irregularities on shoulders to the design level by adding fress approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification Clause 1903. (Existing width of shoulder is considered 1.50m) | 9,720 | Sqm. | 83.28 ₹8,09,481.6 Lowest | 83.28 ₹8,09,481.6 Lowest |
| 4.00 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. Using stone sceening Type- B 11.2mm for Gr. III | 911.25 | Cum | 4,583.37 ₹41,76,595.91 Lowest | 5,000 ₹45,56,250 |
| 5.00 | Maintenance ofWBM road including up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906 | 339.26 | Sqm. | 383.3 ₹1,30,038.36 Lowest | 400 ₹1,35,704 |
| 6.00 | Providing and applying prime coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 to 1.0 kg per sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM Surface). | 12,489.2 | Sqm. | 39.78 ₹4,96,820.38 Lowest | 45 ₹5,62,014 |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. | 14,865 | sqm | 13.33 ₹1,98,150.45 Lowest | 18 ₹2,67,570 |
| 8.00 | Providing and laying semi dense 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 @ 4.5 to 5% of 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. 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 ..... With hydrated lime/ cement as filler ( refer table 500=9 of MoSRT&H specification with Polymer modified bitumen 70
Grading - II-19 mm (Nominal Size) | 371.63 | Cum | 10,729.62 ₹39,87,448.68 Lowest | 11,000 ₹40,87,930 |
| 9.00 | 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 exclusiveof 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 | 786.75 | Sqm | 566.13 ₹4,45,402.78 Lowest | 566.13 ₹4,45,402.78 Lowest |
| 10.00 | Providing Hume type speed breaker Providing WBM & BM | 3.47 | Cum | 9,289.82 ₹32,235.68 Lowest | 9,289.82 ₹32,235.68 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads) Assam ,Chandmari, Ghy-03
Re-Construction of 1. Road from NimonagarhNagabastiRajgarh(Ch. 1900.00m to Ch. 2500.00m and Ch. 4300.00m to Ch. 7540.00m ) Total Length 3.84KM 2. Re-Construction of ChiringPukhuriRoad (Ch. 0.00 m to Ch. 2430.00m Total Length 2.43 Km under MMPNA
2025_PWD_45498_6
CE/Commn/16/2025-26/03
Open Tender
Civil Works – Roads
Item Rate
180 days
Mahmora
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,400
₹3.4 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
20 Feb 2026
11 Jul 2025
30 Jul 2025
11 Jul 2025
30 Jul 2025
11 Jul 2025
11 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
1. Re-Construction of Road from Nimonagarh Nagabasti Rajgarh(Ch. 1900.00m to Ch. 2500.00m and Ch. 4300.00m to Ch. 7540.00m ) Total Length 3.84KM Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stock pilling at designated locations and disposal of dismantled material, disposal material upto a lead of 1000m stacking serviceable and unserviceable materials separately.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. Using stone sceening Type- B 11.2mm for Gr. III
Maintenance ofWBM road including up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906
Providing and applying prime coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 to 1.0 kg per sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM Surface).
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying semi dense 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 @ 4.5 to 5% of 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. 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 ..... With hydrated lime/ cement as filler ( refer table 500=9 of MoSRT&H specification with Polymer modified bitumen 70 Grading - II-19 mm (Nominal Size)
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 exclusiveof 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
Providing Hume type speed breaker Providing WBM & BM
Providing Hume type speed breaker Providing WBM & SDBC
Maintenance of Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as perdrawing and technical specification Clause 1908
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 600mm equilateral triangle
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 600mm circular
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 800mmx600mm rectangular
Construction of 600mm dia Single opening HPC . 600 mm dia Single opening HPC -1No. - Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
PCC M10 (1:3:6) in levelling course below open Foundation of Head walls as per drawing and technical specifications Clauses 1109.
Bedding for pipe (ii) Type B (First Class) Laying 1st class bedding on well compacted sand, moorum brick soling layer as per clause 115(ii) Granular bedding.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 600 MM Dia
Brick msonry work in cement mortar in foundation of wall complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar
Plastering with cement morter(1:6) 15mm thick on brick work in sub structure as per technical specification.
Repairing of Slab culvert of Span 8m Plain/Reinforced cement concrete, in Superstructure complete as per drawing and technical specifications clause 800,1205.4 & 1205.5 A) With Crushed stone ,II) RCC M-25 Grade , Height upto 5.00m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, .1010 and 1202
Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Maintenance ofWBM road including up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906
Providing and applying prime coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 to 1.0 kg per sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM Surface).
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying semi dense 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 @ 4.5 to 5% of 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. 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 ..... With hydrated lime/ cement as filler ( refer table 500=9 of MoSRT&H specification with Polymer modified bitumen 70 Grading - II-19 mm (Nominal Size)
Providing Hume type speed breaker Providing WBM & BM
Providing Hume type speed breaker Providing WBM & SDBC
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 exclusiveof 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
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 600mm equilateral triangle
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 600mm circular
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 800mmx600mm rectangular
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 600mmx450mm rectangular
Cross Drainage Work Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
PCC M10 (1:3:6) in levelling course below open Foundation of Head walls as per drawing and technical specifications Clauses 1109.
Bedding for pipe (ii) Type B (First Class) Laying 1st class bedding on well compacted sand, moorum brick soling layer as per clause 115(ii) Granular bedding.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 600 MM Dia
Brick msonry work in cement mortar in foundation of wall complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar
Plastering with cement morter(1:6) 15mm thick on brick work in sub structure as per technical specification.
M/S Manab Jyoti Gogoi & Co. (BID ID -273975)
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