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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 CrAccepted-AOC | ₹4.7 Cr | 1 | Accepted-AOC Qualified |
| 2 | 2₹4.8 Cr+₹9.5 L (2.03%)Rejected-Finance | ₹4.8 Cr+₹9.5 L (2.03%) | 2 | Rejected-Finance Not qualified |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
14 Oct 2019, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/O the Chief Engineer, PWD(Roads), Assam
Improvement of Tarun Nagar Main Road including its bye lane(LHS) No-3 under SOPD(G) for the year 2019-20 (from Ch. 0.00 M to Ch. 600.00 M on main Road and bye lane No. 3 from Ch. 0.00 M to Ch. 185.00 M)
2019_PWD_14281_1
Tarun Nagar Main Road-SOPD(G)
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
Empowered Officer, ASRB
₹9.4 L
Yes
14 Aug 2020
27 Sept 2019
14 Oct 2019
27 Sept 2019
14 Oct 2019
27 Sept 2019
27 Sept 2019 - 30 Sept 2019
Amount
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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
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 45 mm to 22.40mm
Providing and Laying of Interlocking Concrete Block Pavement having thickness 80mm paving blocks as per IS: 15658-2006 as per drawings and Technical specification Clause 1504.
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 (a). manual means ,without dewatering
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.)
Removal of Unserviceable Soil with Disposal upto 1000 metres (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.)
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications.With other make rebar
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20, Using concrete Mixer
Supplyimg fitting fixing Iron manhole cover including cutting proper size and shapes , Welding etc. As directed by the deptt. And techanical 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.
Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoriing glass beads as per IRC:35. The Finished surface to belevel, uniform and free from streaks and holes and conforming to the MoST&H Specification.
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelins 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. Qty;
Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701, 60 cm equilateral triangle
Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701, 60 cm Circular
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