Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹2.5 L (1.78%)Admitted-Finance | ₹1.4 Cr+₹2.5 L (1.78%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sri Sanatan Baishya L1 | Deepak Chaharia L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 411.75 | cum | - | - |
| 2.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 579.76 | cum | - | - |
| 3.00 | 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.)( Including cost of testing of materials at site and
laboratory as directed by the deptt.) | 197.96 | cum | - | - |
| 4.00 | 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-II | 98.98 | cum | - | - |
| 5.00 | 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 | 98.98 | cum | - | - |
| 6.00 | Providing and laying I(nterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. A) 80mm thick interlocking precast block having compressive strength of 40N/sq.mm. | 1,319.73 | Sqm | - | - |
| 7.00 | Providing and laying M-40 grade cement concrete Edge block/Edge restrain complete as per Technical specification clause 1504. | 3.05 | cum | - | - |
| 8.00 | Plain/Reinforced cement concrete, in open foundation
complete as per drawing and technical specification including
steel shuttering formwork | 34.8 | cum | - | - |
| 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 exclusive of 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 | 105 | Sqm | - | - |
| 10.00 | Providing reflective pavement marker with Micro prismatic lens in
both direction having thermoplastic body adhering to the
specification and guidelines of MoSRT&H’s fixed to the road surfac
using the adhesives and the procedures recommended by the
manufacturers with three months replacement warranty and free
maintenance | 204 | No | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
5 Mar 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Improvement of Bhupen Hazarika Path near Guwahati Public School at Batahghuli under SOPD(G) for the year 2018-19 (Ch.0.00m to Ch.305.00m).
2020_PWD_16843_1
CS/DTRD/SOPD/2019-20/522
Open Tender
Civil Works
Works
540 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,187
Empowered officer, Assam State Road Board
₹2.8 L
6 Mar 2020
29 Feb 2020
6 Mar 2020
29 Feb 2020
5 Mar 2020
29 Feb 2020
29 Feb 2020 - 5 Mar 2020
Amount
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 subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
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.)( 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 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-II
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 I(nterlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. A) 80mm thick interlocking precast block having compressive strength of 40N/sq.mm.
Providing and laying M-40 grade cement concrete Edge block/Edge restrain complete as per Technical specification clause 1504.
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork
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 exclusive of 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 reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance
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.)
Supplying, fitting and placing HYSD reinforcement in sub structure complete as drawing and Technical specification. With other make ISI rebar.
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
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
Rcc load bearing cover slab: Dismantling of Structures (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)
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.
Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications.
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
Stone Masonry Retaining Wall on RHS (Height-4.00m): 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 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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Stone Masonry Retaining Wall on LHS (Height-2.00m): 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 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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Stone Masonry Parapet Wall : Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Boulder Masonry Guard Wall cum 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 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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
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
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.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Deepak Chaharia
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.17 MB
Tendernotice_2.pdf
PDF • 0.08 MB
Tendernotice_3.pdf
PDF • 0.50 MB
BOQ_25634.xls
BOQ • 0.31 MB
FormofBid.pdf
Additional Documents • 0.07 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .