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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC NULL | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 L+₹18,860 (9.90%)Rejected-AOC | ₹2.1 L+₹18,860 (9.90%) | L2 | Rejected-AOC L2 |
| 3 | L2₹3.5 L+₹1.6 L (81.5%)Rejected-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | ₹3.5 L+₹1.6 L (81.5%) | L2 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹3,559
Closing Date
6 Mar 2021, 5:00 pmClosed
Executive Engineer, PWD Bridges Division, Alappuzh
Executive Engineer, PWD Bridges Division, Alappuzha
Soil investigation work of Flood damaged Kunnumma Market Bridge
2021_PWD_419813_2
PWD/2020-2021/19686/BRDnAlpzha
Open Tender
Civil Works - Bridges
Item Rate
120 days
kuttanad
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹3,559
Yes
11 Aug 2021
26 Feb 2021
13 Mar 2021
26 Feb 2021
6 Mar 2021
26 Feb 2021
Amount
Appendix- A Investigation
56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring
56.2.a : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring.Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.For machine boring.
56.3.a.1 : Boring with rotary power drilling equipment's in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil.
56.3.b.1 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soilBoring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil
56.3.c.1 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.For ordinary soil.
56.3.d.1 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.For ordinary soil.
56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes.
56.12.b : Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.
56.14.a : Cross section details:- River.Cross section details:- River.
56.15.a : Hydraulic Velocity Calculation:- River.Hydraulic Velocity Calculation:- River.
NAKUL COUNSTRUCTIONS
AA AND S CONSTRUCTIONS
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G S Infrastructure
AA AND S CONSTRUCTIONS
NAKUL COUNSTRUCTIONS
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