Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAccepted-AOC | ₹41.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.1 L+₹10,790 (0.26%)Rejected-Finance | ₹41.1 L+₹10,790 (0.26%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical JINDAL FLOOR MILL CHUDI GALI NEEMUCH NEEMUCH NEEMUCH MADHYA PRADESH 458441 | NEEMUCH | MADHYA PRADESH | 458441 | - | - | Rejected-Technical The firm has not submitted all required documents as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical The firm has not submitted all required documents as per NIT |
Tender Value
₹41.2 L
EMD Value
₹82,400
Closing Date
20 Feb 2025, 3:30 pmClosed
COMMANDANT ENGINEER CONTRACT CELL SZ HQR
CONTRACT CELL SOUTH ZONE HQR CRPF HYDERABAD TELANGANA PIN 500005
RE CARPETING OF INTERNAL ROAD AT GC, CRPF, PUNE MAHARASHTRA 410507
2025_CRPF_847852_1
B.V-4/2024-25-SZ-Works (GC PUN) Major Work T/012
Open Tender
Civil Works
Item Rate
90 days
GC, CRPF, PUNE MAHARASHTRA 410507
As per NIT
3 documents required · 3 mandatory
₹0
₹82,400
15 May 2025
6 Feb 2025
21 Feb 2025
6 Feb 2025
20 Feb 2025
6 Feb 2025
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.4kg/sqm
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom : On bituminous surface @ 0.25kg/sqm
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
M/s BINOD PRASAD NAYAK (BID ID -3175048)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 .