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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.7 CrAdmitted-Finance | ₹1.7 Cr | Admitted-Finance |
| 2 | ₹1.7 CrAdmitted-Finance | ₹1.7 Cr | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAURABH TALUKDAR | ASIT KUMAR DEB |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 63.9 | Cum | 4,065.32 ₹4,065.32 Lowest | 4,065.32 ₹4,065.32 Lowest |
| 2.00 | Dismantling of structure
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable materials with all lifts and lead upto 1000m.
By Manual Means
I)B) cement concrete | 1.15 | Cum | 517.46 ₹517.46 Lowest | 517.46 ₹517.46 Lowest |
| 3.00 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 53.27 | Cum | 13,476.55 ₹13,476.55 Lowest | 13,849.42 ₹13,849.42 |
| 4.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3. Sand Filling | 729.42 | Cum | 11,99,356.13 ₹11,99,356.13 Lowest | 11,99,356.13 ₹11,99,356.13 Lowest |
| 5.00 | By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 65.4 | Cum | 2,07,113.3 ₹2,07,113.3 Lowest | 2,07,318 ₹2,07,318 |
| 6.00 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)
A) By Manual Means | 29.89 | Cum | 1,28,356.85 ₹1,28,356.85 Lowest | 1,31,524.8 ₹1,31,524.8 |
| 7.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(b)Excluding Edge block/ Edge restraints | 452 | Sqm | 5,65,000 ₹5,65,000 | 4,25,512.8 ₹4,25,512.8 Lowest |
| 8.00 | 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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)600mm equilateral triangle | 4 | Cum | 15,732.76 ₹15,732.76 Lowest | 15,732.76 ₹15,732.76 Lowest |
| 9.00 | 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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular | 2 | Cum | 10,474.62 ₹10,474.62 | 10,473.28 ₹10,473.28 Lowest |
| 10.00 | Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering ) | 516.75 | Cum | 65,983.81 ₹65,983.81 Lowest | 65,983.81 ₹65,983.81 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
30 May 2025, 12:00 pmClosed
Executive Engineer PWD Jalukbari TRD Fancy Bazar
Executive Engineer PWD Jalukbari TRD Fancy Bazar
Balance Work for construction of Road 1Pandu Joymoti Nagar Bye Lane 21 and 2 Construction of Byelanes with Drain of North Jalukbari towards Katiadollong in Ward no.6 under Mukhya Mantrir Nagariya Paki Path Nirman Achani MMNPPNA for the year23 24
2025_PWD_44447_1
CS/JTRD/SOPD(G)/14/2025-26
Open Tender
Civil Works – Roads
Item Rate
180 days
Pandu
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,500
Yes
₹3.3 L
Yes
Executive Engineer PWD Jalukbari TRD Fancy Bazar
25 Jun 2025
22 May 2025
30 May 2025
22 May 2025
30 May 2025
24 May 2025
23 May 2025 - 23 May 2025
24 May 2025
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Dismantling of structure Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable materials with all lifts and lead upto 1000m. By Manual Means I)B) cement concrete
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Fillling in foundation trenches as per drawing and technical specification Clause 305.3. Sand Filling
By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km) A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(b)Excluding Edge block/ Edge restraints
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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)600mm equilateral triangle
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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)60cm circular
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (E) RCC Grade M20 (a) Height upto 5m
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres C) Reinforced Cement Concrete
Excavation for Structures (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. Ordinary soil A. Manual Means (I) Without dewatering i) upto 3 m depth
Removal of Unsuitable Soil with Disposal upto 1000 metres (Removal of Unsuitable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil,which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)(A) Crushed Stone
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar SAII/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser Case-I. Using Concrete mixer IV. RCC Grade M-20.
Supplying fitting and fixing M S grill/channels and RSJoists with fabrication as per drawing and technical specification etc. as directed.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
(North Jalukbari near Katiadollong with its Bylanes & Sub-byelanes)Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. 1.By Manual Means b.Cement Concrete
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 Technical Specification Clause 401 (ii)For Grading II Material
WBM Grading 3 ( Using crushable screening such as moorum gravel for Gr.III ) 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
Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage (b)Excluding Edge block/ Edge restraints
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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)600mm Triangular
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 amild 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 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii)600mm circular
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (E) RCC Grade M20 (a) Height upto 5m
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (E) RCC Grade M20 (a) Height upto 5m
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres C) Reinforced Cement Concrete
Excavation for Structures (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. Ordinary soil A. Manual Means (I) Without dewatering i) upto 3 m depth
Removal of Unsuitable Soil with Disposal upto 1000 metres (Removal of Unsuitable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil,which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)(A) Crushed Stone
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar SAII/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser Case-I. Using Concrete mixer IV. RCC Grade M-20.
Supplying fitting and fixing M S grill/channels and RSJoists with fabrication as per drawing and technical specification etc. as directed.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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