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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.8 CrRejected-AOC | ₹1.8 Cr | L1 | Rejected-AOC Not Awarded |
| 3 | L2₹2.1 Cr+₹31.2 L (17.8%)Rejected-AOC JOYPUR RAJABAZAR HOUSE NO 44 JOYPUR RAJABAZAR P O JOYPUR RAJABAZAR P S JOYPUR RAJABAZAR DIST CACHAR PIN 788107 | JOYPUR | CACHAR | ASSAM | 788107 | ₹2.1 Cr+₹31.2 L (17.8%) | L2 | Rejected-AOC Not Awarded |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
20 Nov 2023, 2:00 pmClosed
Chief Engineer. PWD (Roads) Assam, Ghy-3
O/o the C.E. PWD (Roads) Assam, Ghy-3
Improvement of Bijoy Nagar Main road with 2 No. Bijoy Nagar (Ward No. 55) with Stone Masonry Guard Wall , Tubular Steel Railing and Road works under Mukhya Mantrir Nagoriya Paki Path Nirman Aachoni (MMNPPNA) for the year 2023-24
2023_PWD_33340_10
CE/CW/20/23-24_nagariya_GHY
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,900
₹3.9 L
Yes
O/o the C.E. PWD (Roads) Assam, Ghy-3
3 Apr 2024
31 Oct 2023
20 Nov 2023
31 Oct 2023
20 Nov 2023
31 Oct 2023
31 Oct 2023 - 20 Nov 2023
8 Nov 2023
Amount
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lefts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1
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.), for grading- II Material.
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. ) 'Grading- III
Providing and laying interlocking concrete block pavement (ICBP) with M40 grade of concrete blocks having thikness 80mm as per technical specification clause 1504 complete including carriage, Edge block/ edge Restraints
Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings Clause 1706
Construction of Stone Masonry Guard Wall (R/S) ( (Bijaynagar Main Road), L=120.00m) : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
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.)
Stone masonry work in cement mortar substructure complete as per drawing and Technical Specifications A Random Rubble Masonry
Loading and Unloading by Manual Means B) Stone Aggregates
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.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification
Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material
Construction of Stone Masonry Guard Wall (L/S) (Bijaynagar Main Road), L=180.00m : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
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.)
Stone masonry work in cement mortar substructure complete as per drawing and Technical Specifications A Random Rubble Masonry
Loading and Unloading by Manual Means B) Stone Aggregates
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 brickwork as per drawing and technical specification
Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material
Construction of Stone Masonry Guard Wall (L/S & R/S) (2 No. Bijaynagar), L=290.00m: Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
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.)
Stone masonry work in cement mortar substructure complete as per drawing and Technical Specifications A Random Rubble Masonry
Loading and Unloading by Manual Means B) Stone Aggregates
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.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification
Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material
Construction of Stone Masonry Guard Wall (R/S) (2 No. Bijaynagar), L=180.00m: Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
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.)
Stone masonry work in cement mortar substructure complete as per drawing and Technical Specifications A Random Rubble Masonry
Loading and Unloading by Manual Means B) Stone Aggregates
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.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification
Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material
Consruction of RCC Cross Culvert (2 No. Bijaynagar), L=14.50m: Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material
Removal of unsuitable soil including excavation, loading and disposal upto 1000m 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
Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.
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.)
Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and Technical Specifications.TMT-IS 1786 (Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Using concrete Mixer
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 material
RCC Public approach slab (Bijaynagar Main Road): Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Using concrete Mixer
Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and Technical Specifications.TMT-IS 1786 (Fe-500 D) Secondary Producer (ISI approved)
RCC Beam for Tubular steel Railing over Guard wall: Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Using concrete Mixer
Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and Technical Specifications.TMT-IS 1786 (Fe-500 D) Secondary Producer (ISI approved)
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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 a mild 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 a mild 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
SUBHSHREE INFRAA
ANUKUL PAUL
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