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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.3 LAccepted-AOC | L1 | Accepted-AOC L1 so AOC Awarded | |
| 2 | L2₹73.2 L+₹3.9 L (5.65%)Rejected-AOC | L2 | Rejected-AOC Not Awarded |
Tender Value
₹69.7 L
EMD Value
₹1.4 L
Closing Date
12 Feb 2024, 4:00 pmClosed
Superintending Engineer,PWD, Dibrugarh Road Circle
O/O Superintending Engineer, PWD, Dibrugarh Road Circle, Dibrugarh
Construction of Parking place
2024_PWD_35904_1
DRC-XIII/16/98/NIT/DIB/Pt-I
Open Tender
Civil Works – Roads
Item Rate
270 days
dibrugarh
Please refer tender document
4 documents required · 4 mandatory
₹2,000
₹1.4 L
Yes
24 Apr 2024
5 Feb 2024
13 Feb 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
5 Feb 2024 - 12 Feb 2024
Amount
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 401. Grading - II.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. Medium porosity.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) I. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification): (A) With 60/70 or VG-30 grade bitumen. for Grading II (19 mm nominal size).
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.) (I). With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification): (A) With 60/70 or VG-30 grade bitumen (ii). for Grading II (13 mm nominal size) (Rate as per analysis).
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 specification.
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.
MREEGENSAHARIAH
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