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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC | ₹22.2 Cr | L1 | Accepted-AOC Found lowest bidder |
| 2 | L2₹24.8 CrRejected-Finance | ₹24.8 Cr | L2 | Rejected-Finance Not found lowest bidder. |
| 3 | L3₹25.4 CrRejected-Finance | ₹25.4 Cr | L3 | Rejected-Finance Not found lowest bidder. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Test result of virgin treated soil Test report of admixture report of dosage of use of Admixture and Cementitious IIT pavement design and details of critical V E P as per tender not submitted |
Tender Value
₹21.0 Cr
EMD Value
₹13.7 L
Closing Date
15 Nov 2019, 10:00 amClosed
Chief Engineer P Himank
HQ CE (P) Himank C/o 56 APO
PRVDING LAYNG CMPCN 250MM THK CMNTITIUS BASE CTB OVR GSB SURF INCLDING PRIM COAT BITUMN EMLSN 7PT5KG PR10SQM 502 MORTH SPCFNS 5TH RVSN ND 10MMTHK SAMI LYR OVR PRPARD CTB LAYR FR SURF WKS RLVNT CLAUSES IRC 37201218 ND SP 89PartII201018 124RCC753TF
2019_BRO_514382_1
Himank 28 of 2019 20
Open Tender
Civil Works - Roads
120 days
KM13PT48TO28PT48 RD DUNGTIHENAPP37 LEH
As per tender documents
16 documents required · 16 mandatory
₹0
₹13.7 L
Yes
22 Jan 2020
26 Oct 2019
16 Nov 2019
26 Oct 2019
15 Nov 2019
2 Nov 2019
28 Oct 2019 - 2 Nov 2019
Amount
Providing and Laying of Base Course incorporating Cement Based Soil Stabliser, Layer 250 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 5000MPa 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 applying of Prime coat with bitumen emulsion on CTB including making road surface rough and cleaning of road surface and spraying primer @7.5 Kg/10 Sqm conforming to section 502 of MORT&H specifications (5th revision). 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 Synchoronous Chips Sealer Integrated Machinery. SAMI layer comprise of 12 Kg Per 10 Sqm of Elastomeric modified bitumen suitable for snowbond subzero temperature and Immediately Covered with 11.2 MM Stone Chips @ 0.1 Cum per 10 Sqm as per IRC37:2018, IRC-SP-34:1989 and IRC110:2005 over primed 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.
Integrated Pavement Solutions
MKM SALES AGENCY
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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