Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 CrAccepted-AOC | ₹24.9 Cr | L1 | Accepted-AOC found lowest bidder |
| 2 | L2₹28.5 CrRejected-AOC | ₹28.5 Cr | L2 | Rejected-AOC not found lowest bidder |
Tender Value
Refer Docs
EMD Value
₹12.3 L
Closing Date
23 Nov 2020, 11:00 amClosed
Chief Engineer P Himank
HQ CE P Himank Care of 56 APO Leh
PRODING LAYING COMPACN 160MMTHK CTB OVER GSB SURF 10MMTHK SAMI LAYER OVER PREP CTB LAYER PRODING HMP READY MIX LYING PAVER 50MMTHK DBM 40MMTHK BC THERTC PANT EDGE CENTR LINE MARKING FXING CAT EYES SURF WKS BET KM58PT00 TO KM73PT00 ON RD MAHE DEBRING
2020_BRO_594355_1
CE (P) Himank/29/2020-21
Open Tender
Civil Works - Roads
365 days
KM58PT00 TO KM73PT00 NET 14PT99KM RD MAHE DEBRING
As per tender documents
16 documents required · 16 mandatory
₹0
₹12.3 L
Yes
9 Feb 2021
2 Nov 2020
24 Nov 2020
2 Nov 2020
23 Nov 2020
10 Nov 2020
3 Nov 2020 - 9 Nov 2020
Amount
Providing and Laying of Base Course incorporating Cement Based Soil Stabliser, Layer 160 MM Thick over GSB surface including the soil/stone-mix bed. The Construction and Quality, comprising of admixture & OPC Grd. 43 treated soil-stone mix for initial E-Values in excess of 5000 MPa after 28 days curing in accordance with Clause 10.5(modified), 7.3.2 and Annexure-X of IRC37:2012/2018 and IRC-SP-89: (Part-II) 2010/2018. All the works will be done by mechanical means in accordance with Annx-X/X-1 of IRC37:2012/2018 and as recommended in Annx-IV of IRC-SP-89:2018. No manual works shall be allowed. Latest code/ reprints will be followed in case of any ambiguity.
Providing and Laying of SAMI Layer 10 mm thick by means of Synchronous Chips Sealer Integrated Machinery. SAMI layer comprise of 12 Kg Per 10 Sqm of Elastomeric modified bitumen or 18 kg per 10 Sqm of Elastomeric Bitumen Emulsion suitable for snowbound subzero temperature and Immediately Covered with 11.2 MM Stone Chips @ 0.1 Cum per 10 Sqm as per IRC:37-2018, IRC-SP-34:1989 and IRC110:2005 over CTB surface. SAMI layer to be applied over well chiseled, dressed and cleaned CTB layer. No manual works shall be allowed. Latest code/reprints will be followed in case of any ambiguity.
Providing and applying of Tack coat with Cationic Bitumen Emulsion or bitumen VG-10 Gd using bitumen pressure distributor @ 2.5 Kg/10 Sqm on prepared Primed and Bituminous surface cleaned with mechanical broom conforming to section 503 of MORT&H specifications (5th revision) for surfacing work on road Mahe-Debring
Providing, laying and compaction of DBM layer compacted thickness 50 mm thick conforming to section 505 of MORT&H specifications (5th revision) on road Mahe-Debring
Providing, laying and compaction of BC layer compacted thickness 40 mm over Dense Bituminous Macadam layer conforming to section 507 of MORT&H specifications (5th revision) on road Mahe-Debring
Road Marking with Thermoplastic Paint (2.50 mm thick ) Conforming to section 803.4 of MORT&H specification (5th Revision) on road Mahe-Debring
Providing and fixing of road stud (CAT EYE) 100X100 mm, diecast in aluminium resistant to corrosive effect of salt and girt, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per clause 804 of MORT&H specifications (Fifth revision), IRC: 35-2015.
ZEOCRETE TECHNOLOGIES INDIA LLP
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 • 0.04 MB
Download all tender documents and submit your bid