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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC Admitted | |
| 2 | L2₹4.7 L+₹8,048 (1.75%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹4.7 L+₹9,576 (2.08%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹7.7 L+₹3.1 L (67.6%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹5.6 L
EMD Value
₹14,100
Closing Date
18 Sept 2019, 4:00 pmClosed
Regional Manager
,Kerala State construction corporation Ltd,Regional office Parathanam Building,Thiruvampady Junction, Pazhaveed po Alappuzha 09
Soil investigation and Structural design works in court complex Ranni in Pathanamthitta
2019_KSCC_299656_1
1/RM/Kscc/Alp/2019-20
Open Tender
Civil Works - Others
Item Wise
15 days
Ranni
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,326
online
₹14,100
2 Jan 2020
7 Sept 2019
23 Sept 2019
7 Sept 2019
18 Sept 2019
7 Sept 2019
Amount
Soil Investigation And Structural Design
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.
56.4 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.
56.5.a : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In land.
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.
56.18.1 : Structural design of building up to 1000m2Structural design of building up to 1000m2
56.18.2 : Structural design of building for additional area.Structural design of building for additional area.
Synergy Architects and Engineers
ENGINEERS DIAGNOSTIC CENTRE PRIVATE LIMITED
Capital Engineering Consultancy Chennai Pvt.Ltd
Bidder Name
Essense consultants
ENGINEERS DIAGNOSTIC CENTRE PRIVATE LIMITED
Synergy Architects and Engineers
Capital Engineering Consultancy Chennai Pvt.Ltd
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