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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹22,311
Closing Date
5 Jun 2020, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Roads Sub Division Nedumangad
concrete works
2020_PWD_360302_1
PWD/2020-2021/13589/NDD
Open Tender
Civil Works - Roads
Item Rate
90 days
Nedumangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,970
Yes
online
₹22,311
Yes
24 Jun 2020
29 May 2020
8 Jun 2020
29 May 2020
5 Jun 2020
29 May 2020
Amount
12.1.5.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Marshyn Soil - Depth upto 3 m - Mechanical Means -<br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Marshyn Soil - Depth upto 3 m - Mechanical Means -
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
od5687/2020_2021 : Dry stone masonry work for foundation and superstructure etc.complete as per drawing and specifications
4.1.B.2 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-VI - For sub base cum drainage layer - Mix in Place Method<br>Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub base cum drainage layer - Mix in Place Method
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
SHIBU.S
Bidder Name
SHIBU.S
RADHAKRISHNAN.K.A
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_508013.pdf
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