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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 CrAccepted-AOC | ₹2.2 Cr | 1 | Accepted-AOC Accepted |
| 2 | 2₹2.2 Cr+₹10,037 (0.04%)Rejected-AOC | ₹2.2 Cr+₹10,037 (0.04%) | 2 | Rejected-AOC Not Accepted |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
11 Dec 2023, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Restn / Strengthening of Islampur-Hazimusafir Kahana rd to be used by diversed traffic as an alternate means of communication during construction of 4-lane Elevated Corridor from Noonmati to Reserve Bank at GNB Road under SOPD(G) for 2023-24.
2023_PWD_34371_7
CE/CW/32/23-24-GNBFlyoverRoad
Open Tender
Civil Works – Roads
Item Rate
90 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,480
₹4.5 L
Yes
29 Apr 2024
4 Dec 2023
11 Dec 2023
4 Dec 2023
11 Dec 2023
4 Dec 2023
4 Dec 2023 - 11 Dec 2023
Amount
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 lifts and lead of 1000 m as per Technical Specification Clause 202.)By Manual Means.Cement Concrete.
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m 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
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 r roller 8-10 tonnes 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.
SUB BASES, BASES(NON BITUMINIOUS) By mix in place Method(Construction of ranular 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.) Gr II
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 b) Excluding Edge block/ Edge restraints
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 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 a) 600mm 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 a) 600mm circular
Load Bearing Drain 0.9M to 0.9m:- 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 materials.(I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m 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
Providing and laying 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 .'PCC Grade M15
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials
Load Bearing Drain 1.4m x 1.2m:- 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 materials.(I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m 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
Providing and laying 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 .'PCC Grade M15
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials
Prakash Kumar Medhi
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