Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC | ₹49.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹49.2 L+₹218.09 (<0.01%)Rejected-AOC DIGHALI PATHAR TINISUKIA PO TAL PATHAR PS BORDUMSA DIST TINISUKIA PIN 786152 | TINSUKIA | ASSAM | 786152 | ₹49.2 L+₹218.09 (<0.01%) | L2 | Rejected-AOC Not Awarded |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹49.2 L
EMD Value
₹98,400
Closing Date
5 Jan 2025, 1:00 pmClosed
E.E.P.W.D (R), Tinsukia Doomdooma Makum and Sadia
O/O the Executive Engineer P.W.D (R), Tinsukia Doomdooma Makum and Sadia Territorial Road Division, Tinsukia
Improvement of road from i) Fatikjan 22 No. line road ii) Donbosco to NH-15
2024_PWD_41723_3
561/TDMSTRD/BIT-562/2024-25/6
Open Tender
Civil Works – Roads
Item Rate
150 days
Doom Dooma
Please refer tender document
4 documents required · 4 mandatory
₹1,400
₹98,400
Yes
22 May 2025
28 Dec 2024
6 Jan 2025
28 Dec 2024
5 Jan 2025
28 Dec 2024
28 Dec 2024 - 5 Jan 2025
Amount
Heavydressingof theexisting road including dressing high spots, filling low spots and making up loss of material /irregularities, removing of all vegetation, cambering, watering, rolling with 8to10 tonneroller to obtain a specified compaction etc. to obtain a uniformformation surface with crossfall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the newgravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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. (ii) For Grading II Material
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. (A) By Manual Means
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM surface)
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.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
Providing Hump type speed breaker (BM)
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 600mm equilateral triangle
600mm circular
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.
LALON KR MORAN (BID ID -253931)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .