Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹85.0 LAccepted-AOC ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | L 1 | Accepted-AOC Accepted as L 1 bidder | |
| 2 | L 2₹88.1 L+₹3.1 L (3.68%)Rejected-Finance | L 2 | Rejected-Finance Rejected as L 2 bidder | |
| 3 | L 3₹1.0 Cr+₹16.2 L (19.0%)Rejected-Finance AT SHARMA CHHAK PO TALCHER ANGUL ODISHA DIST ANGUL ODISHA 759100 | ANUGUL | ODISHA | 759100 | L 3 | Rejected-Finance Rejected as L 3 bidder | |
| 4 | L 4₹1.0 Cr+₹18.9 L (22.2%)Rejected-Finance | L 4 | Rejected-Finance Rejected as L 4 bidder | |
| 5 | L 5₹1.0 Cr+₹18.9 L (22.2%)Rejected-Finance | L 5 | Rejected-Finance Rejected as L 5 bidder |
Tender Value
₹1.0 Cr
EMD Value
₹1.3 L
Closing Date
5 Dec 2022, 5:00 pmClosed
KAUSHAL KUMAR, S.O., CIVIL, LINGARAJ, AREA MCL
KAUSHAL KUMAR, O/O STAFF OFFICER, CIVIL, LINGARAJ AREA, MCL
Construction of Blacktop road from Balunga Kothaghar to Langijoda chhak via Madanmohanpur of Lingaraj OCP, Lingaraj Area.
2022_MCL_262594_1
MCL/GMLA/e-Tender/SOC/22-23/77 dt.17/11/22
Open Tender
Civil Works - Roads
Item Rate
120 days
LINGARAJ OCP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.3 L
27 Feb 2023
17 Nov 2022
6 Dec 2022
18 Nov 2022
5 Dec 2022
18 Nov 2022
18 Nov 2022 - 28 Nov 2022
Amount
Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres.
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 Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Grading- I (63 to 45 mm) Using Screening Type-B (11.2mm Agg.).
Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications
Supplying and stacking good quality moorum at work site with all lead of 5 Km including royalty all complete.
Spreading moorum/sand/ stone dust etc. in layers not exceeding 150mm in thickness, levelling to required gradient and camber, watering and consolidation of each layer with power roller 80/100 KN capacity (Payment to be made for compacted volume of the moorum/sand)
Prime coat : Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications.
Bituminous Macadam : Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor.for Grading I (40 mm nominal size ) bitumen content 3.3%
Tack coat : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
Semi-Dense Bituminous concrete (Providing and laying semi 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 required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. for grading II (10 mm nominal size).
Total impact of GST for the purpose of CTC
BANAMBAR BHUTIA
PRATAP KUMAR PANI
M/S PANI BROTHERS
DAMBARUDHAR BAI
stage.html
html • 0.05 MB
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 • 0.04 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 .