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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC FATASHIL AMBARI CITY TOWN GUWAHATI P O BHARALUMUKH P S BHARALUMUKH DISTRICT KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹2.6 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.6 CrRejected-AOC BISHNU RABHA PATH SISHU APARTMENT CITY TOWN GUWAHATI P O BELTOLA P S BASISTHA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
| 3 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
14 Nov 2023, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Const of 1) Sanatan Namghar Path, Dhirenpara Ch. 0 m to Ch. 325 m 2) Sarada Path and RGB Path Ch. 0 m to Ch. 415 m 3) Deben Khaklari Path, B/L of A.K.Dev Rd at Dhirenpara, Ch. 0 m-Ch. 748 m under MMNPPNA for the year 2023-24.
2023_PWD_33242_45
CE/CW/20/2023-24-Nagariya(GMC)
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹5.9 L
Yes
15 Mar 2024
25 Oct 2023
14 Nov 2023
25 Oct 2023
14 Nov 2023
25 Oct 2023
25 Oct 2023 - 14 Nov 2023
Amount
1.Construction of Sanatan Namghar Path, Dhirenpara Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
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 surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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) 600 mm equilateral traingle
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 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801(II) 800 x600 mm rectangle
Construction RCC load bearing drain Earth work in excavation of foundation of structures as per drawing and technical specification clause 305, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, disposal upto 50m dressing of sides and bottom and back filling in trenches
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground, suportting embarkment subgrade replacement by suitable soil which shall be paid separately as per cll. 303.52 as per technical specification cl. 1303.3
Dry Rubble Flooring: Construction of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (A) with crushed stone. P.C.C grade M 15
Supplying fitting and placing TMT IS:1786 (Fe-500) bar reinforcement (Other ISI approved TMT Reinforment Bar) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clauses : 1002,1005, 1010 & 1202
Plain/reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M-20. (a) Height upto 5.0m. 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 materials
2. Construction of Sarada Path and RGB Path Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
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 surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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) 600 mm equilateral traingle
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 (IV) 800 mm x600 mm rectangle
Construction RCC load bearing drain Earth work in excavation of foundation of structures as per drawing and technical specification clause 305, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, disposal upto 50m dressing of sides and bottom and back filling in trenches
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground, suportting embarkment subgrade replacement by suitable soil which shall be paid separately as per cll. 303.52 as per technical specification cl. 1303.3
Dry Rubble Flooring: Construction of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (A) with crushed stone. P.C.C grade M 15
Supplying fitting and placing TMT IS:1786 (Fe-500) bar reinforcement (Other ISI approved TMT Reinforment Bar) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clauses : 1002,1005, 1010 & 1202
Plain/reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M-20. (a) Height upto 5.0m. 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 materials
3.Construction of Deben Khaklari Path bye lane of A.K. Dev Road at Dhirenpara Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land
Construction of granular sub-base by providing well graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
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 surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (II) 600 mm equilateral traingle
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 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (IV) 800 mmx600 mm rectangular
Construction of Load bearing Drain Earth work in excavation of foundation of structures as per drawing and technical specification clause 305, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, disposal upto 50m dressing of sides and bottom and back filling in trenches
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground, suportting embarkment subgrade replacement by suitable soil which shall be paid separately as per cll. 303.52 as per technical specification cl. 1303.3
Dry Rubble Flooring: Construction of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (A) with crushed stone. P.C.C grade M 15
Supplying fitting and placing TMT IS:1786 (Fe-500) bar reinforcement (Other ISI approved TMT Reinforment Bar) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clauses : 1002,1005, 1010 & 1202
Plain/reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M-20. (a) Height upto 5.0m. 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 materials
JAI MAA KAMAKHYA INFRASTRUCTURE
B. R. ASSOCIATE
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