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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹13,070.36 (0.10%)Admitted-Finance | ₹1.3 Cr+₹13,070.36 (0.10%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Trinayan Associates L1 | Joy Charan Barman L2 |
|---|---|---|---|---|---|
| 1.00 | 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( with an initial
lead of 5 Km.) | 231.15 | cum | - | - |
| 2.00 | 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 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. ) Grade-III | 108.68 | cum | - | - |
| 3.00 | Providing and laying of Interlocking Concrete Block Pavement having thickness 80mnm paving block as per IS: 15658-2006 as per drawing and technical specification. Cl.1504. | 1,449 | Sqm | - | - |
| 4.00 | RCC Drain with load bearing slab : 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 | 699.6 | cum | - | - |
| 5.00 | Construction of dry rubbl flooring at cross drainage works for relatively less important works | 95.4 | cum | - | - |
| 6.00 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 95.4 | cum | - | - |
| 7.00 | Plain/Reinforcedcement concrete, in sub structure complete as per
drawing and technical specification and steel shuttering formwork . RCC Grade M20 | 241.68 | cum | - | - |
| 8.00 | Supplying, fitting and placing TMT bar reinforcement in sub structure complete as drawing and Technical specification. Withg other make ISI marked TMT rebar.. | 65.25 | Mt | - | - |
| 9.00 | 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 | 1,020 | Each | - | - |
| 10.00 | Sand Filling in Foundation Trenches as per Drawing & Technical
Specification | 607.35 | cum | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
7 Mar 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Improvement of Bholababa Path at Sixmile under ARMF for the year 2018-19 (Ch. 0.00 m to Ch. 315.00 m).
2020_PWD_16862_2
CS/EGTRD/SOPD/2019-20/709
Open Tender
Civil Works
Works
365 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,750
Empowered officer, Assam State Road Board
₹2.5 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
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( with an initial lead of 5 Km.)
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 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. ) Grade-III
Providing and laying of Interlocking Concrete Block Pavement having thickness 80mnm paving block as per IS: 15658-2006 as per drawing and technical specification. Cl.1504.
RCC Drain with load bearing slab : 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 nominalmix 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 . RCC Grade M20
Supplying, fitting and placing TMT bar reinforcement in sub structure complete as drawing and Technical specification. Withg other make ISI marked TMT rebar..
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 Filling in Foundation Trenches as per Drawing & Technical Specification
Joy Charan Barman
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