Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹15.0 L+₹81,800 (5.76%)Rejected-Finance | L2 | Rejected-Finance BEING NOT L1 |
Tender Value
₹13 L
EMD Value
₹26,000
Closing Date
21 Nov 2019, 6:00 pmClosed
CWE HQ 133 WE
HQ 133 WE PIN 913874 C/O 56 APO
CERTAIN REPAIR TO VARIOUS ROADS AT ZANGLI, DRUGMULLA, TREGHAM AND TANGDHAR UNDER GE 874 EWS
2019_MES_272267_3
CWEK-13/2019-20
Open Tender
Support/Maintenance Service
Item Rate
60 days
GE 874 EWS
Class E Category a i
7 documents required · 7 mandatory
₹500
Yes
GE 874 EWS
₹26,000
Yes
SRINAGAR
4 May 2020
30 Oct 2019
23 Nov 2019
30 Oct 2019
21 Nov 2019
8 Nov 2019
30 Oct 2019 - 7 Nov 2019
7 Nov 2019
Amount
Preparation of existing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning cleaned surface with gunny bags mechanical air compressor to remove all dirt, dust etc and applying evenly a priming/ tack coat with bituminous primer of paving bitumen (VG-10) @ 5 Kg per 10 Sqm complete all as specified and directed.
Premix bituminous, macadam with binder content of 4% by weight of total mix laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen VG-10 complete all as specified and all as directed by Engr-in-Charge.
Bituminous premix asphaltic semi dense concrete (Design Mix) 30 mm consolidated thickness with 5.5% binder contents of paving bitumen (VG-10) by weight of total mix, mixed in fully auto hot mix plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed.
Repair to pot holes not exc 30mm depth, area not exc 1 sq m each including sweeping free from dust and mud, or water, scouring sunken surfaces in roads, paths, etc. cutting around edges to atleast 30mm in depth and making good by applying tack coat @ 5 kg per 10 sq m, putting in bituminous premix asphaltic semi dense concrete (Design Mix) 30 mm consolidated thickness with 5.5% binder contents of paving bitumen (VG-10) by weight of total mix, mixed in fully auto hot mix plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed.
M/S A Q ENTERPRISES
stage.html
html • 0.04 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 .