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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 accepted RTF INFRA PRIVATE LIMITED agreement executed | |
| 2 | L2₹4.6 L+₹9,850 (2.18%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.3 L+₹73,769.35 (16.3%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹5.6 L
EMD Value
₹14,100
Closing Date
10 Feb 2020, 6:00 pmClosed
Assistant Executive Engineer,Minor Irrigation Sub
Office of the Assistant Executive Engineer,Minor Irrigation Sub Division, Kasaragod 671121
KDP- Investigation to construction of Check dam across Madhuvahini River at Eruthumkadavu Eriyappadi in Chengala Grama Panchayath
2020_Irrig_339238_1
AEE/MI/ET/31 /2019-2020
Open Tender
Civil Works - Others
Item Rate
180 days
Chengala Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
online
₹14,100
Yes
24 Jun 2020
29 Jan 2020
14 Feb 2020
29 Jan 2020
10 Feb 2020
29 Jan 2020
Amount
1 Survey work DAR
60.11.2 : Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day )
60.11.1 : FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation.
2 Survey work Morth
56.14.a : Cross section details:- River.
3 Soil exploration work MORTH
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 workFor machine boring
56.10 : Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.
56.9.1 : Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required)
56.3.a.1 : 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 inall 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
56.4 : 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.
56.3.a.2 : 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 upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water.
56.3.b.2 : 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 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water.
56.11.a : 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.
56.11.c : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate)Additional set for machine boring(extra for bore holes exceeding 5 nos)
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.For machine boring.
4 Soil exploration DAR
od17734/2018_2019/IA : TOPOGRAPHIC SURVEY -Conducting topographic survey in banks of river anddifficult terrain and pres like buildings walls water ways/water bodies like ponds canals railway tracks majorand minor roads, culverts, and crossings, telephone post and transmission towers of the entire area coveredans submission of survey reports with maps (plan, cross sections, longitudinal section, etc) ion digitized aswell as hard copy (5nos) out turn 3ha/day
od17735/2018_2019/IA : CORE BOXES-of size 150*27*5.3 cm(4 slots for each box) including packing of sampleswith proper cushioning to avoid further damage during transportation.
SKETCHUP ASSOCIATES
SIJU. K.C.
Bidder Name
SIJU. K.C.
RTF INFRA PRIVATE LIMITED
SKETCHUP ASSOCIATES
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