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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹7,418.56 (0.07%)Admitted-Finance | ₹1.1 Cr+₹7,418.56 (0.07%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Trinayan Associates L1 | Joy Charan Barman L2 |
|---|---|---|---|---|---|
| 1.00 | 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.) | 186.24 | cum | - | - |
| 2.00 | 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 | 93.12 | cum | - | - |
| 3.00 | Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification clause 1504 | 1,241.6 | Sqm | - | - |
| 4.00 | Providing and laying M-40 grade cement concrete Edge block/Edge retraints complete as per Technical specification clause 1504. | 13.2 | cum | - | - |
| 5.00 | RCC Mountable 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 | 919.05 | cum | - | - |
| 6.00 | Construction of dry rubbl flooring at cross drainage works for relatively less important works | 91.91 | cum | - | - |
| 7.00 | 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.) | 45.95 | cum | - | - |
| 8.00 | Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications | 47.19 | Mt | - | - |
| 9.00 | Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. A) RCC M20 | 392.69 | cum | - | - |
| 10.00 | 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 | 744 | No | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
7 Mar 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Improvement of Kailash Nagar Bye Lane No. 1 and Bye Lane No. 4 of Lakhmi Path at Beltola under SOPD(G) for the year 2019-20.
2020_PWD_16862_3
CS/EGTRD/SOPD/2019-20/709
Open Tender
Civil Works
Works
365 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,278
Empowered officer, Assam State Road Board
₹2.2 L
11 Mar 2020
2 Mar 2020
10 Mar 2020
2 Mar 2020
7 Mar 2020
2 Mar 2020
2 Mar 2020 - 7 Mar 2020
Amount
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 Mountable 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
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
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. A) 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
Sand fil;ling in foundation trnches complete as per drawing and technicals specification
Joy Charan Barman
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