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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹29,644.34 (0.13%)Admitted-Finance 005 MILANPUR HILLSIDE P O BAMUNIMAIDAM P S CHANDMARI KAMRUP M PIN 781021 | KAMRUP METRO | ASSAM | 781021 | ₹2.2 Cr+₹29,644.34 (0.13%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DHANJIT KUMAR PATHAK L1 | HRISHIKESH TALUKDAR L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres | 4,856.55 | Sqm | - | - |
| 2.00 | Removal of unserviceable soil including excavation, loading and
disposal upto 1000 metres lead but excluding replacement by
suitable soil which shall be paid separately as per clause 305. | 242.83 | cum | - | - |
| 3.00 | 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( with an initial lead of 5 Km.) | 384.94 | cum | - | - |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) Grading-III | 509.94 | cum | - | - |
| 5.00 | Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification clause 1504 | 4,856.55 | Sqm | - | - |
| 6.00 | Providing and laying M-40 grade cement concrete Edge block/Edge retraints complete as per Technical specification clause 1504. | 104.76 | cum | - | - |
| 7.00 | RCC Single Wall Open Drain: 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 lift and lead of 1000 metres. Dismantling brick tile work (B) In cement mortar | 321.25 | cum | - | - |
| 8.00 | 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 | 1,670.5 | cum | - | - |
| 9.00 | Removal of unserviceable soil including excavation, loading and
disposal upto 1000 metres lead but excluding replacement by
suitable soil which shall be paid separately as per clause 305. | 1,991.75 | cum | - | - |
| 10.00 | Construction of dry rubbl flooring at cross drainage works for relatively less important works | 125.29 | cum | - | - |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
16 Mar 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Construction of Madhabdevpur road under Guwahati City Division No-I under SOPD(G) for the year 2019-20. East Guwahati LAC.
2020_PWD_17065_1
CS/EGTRD/SOPD/2019-20/712
Open Tender
Civil Works
Works
540 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,653
Empowered officer, Assam State Road Board
₹4.4 L
24 Mar 2020
11 Mar 2020
17 Mar 2020
11 Mar 2020
16 Mar 2020
11 Mar 2020
11 Mar 2020 - 16 Mar 2020
Amount
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
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( with an initial lead of 5 Km.)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) Grading-III
Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification clause 1504
Providing and laying M-40 grade cement concrete Edge block/Edge retraints complete as per Technical specification clause 1504.
RCC Single Wall Open Drain: 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 lift and lead of 1000 metres. Dismantling brick tile work (B) In cement mortar
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
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Construction of dry rubbl flooring at cross drainage works for relatively less important works
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.)
Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification using steel shuttering E) RCC M20
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. Sandy Material
RCC Load Bearing Drain: 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 lift and lead of 1000 metres. Dismantling brick tile work (B) In cement mortar
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
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Construction of dry rubbl flooring at cross drainage works for relatively less important works
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.)
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork E) RCC M20
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sandy Material
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
RCC Cross Drain : 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
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Construction of dry rubbl flooring at cross drainage works for relatively less important works
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.)
Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and technical specifications. With other make ISI rebar
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork E) RCC M20
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. Sandy Material
HRISHIKESH TALUKDAR
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