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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC PINARAYI P O THALASSERY KANNUR PIN 670741 | THALASSERY | KANNUR | KERALA | 670741 | L1 | Accepted-AOC first lowest | |
| 2 | L2₹16.1 L+₹43,254.22 (2.76%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | L3₹16.6 L+₹90,855.26 (5.79%)Rejected-AOC | L3 | Rejected-AOC third lowest | |
| 4 | L4₹17.8 L+₹2.1 L (13.2%)Rejected-AOC | L4 | Rejected-AOC fourth lowest |
Tender Value
₹17.8 L
EMD Value
₹50,000
Closing Date
8 Nov 2019, 5:00 pmClosed
Assistant Engineer(North)
Assistant Engineer(North) LSGD Engineering wing Thalassery Municipality
CONCRETING TOWN HALL TOWN BANK ROAD IN WARD 12
2019_LSGD_313241_1
E2/26989/19
Open Tender
Civil Works - Others
Item Rate
120 days
Thalassery Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
Yes
online
₹50,000
Yes
11 Feb 2020
29 Oct 2019
14 Nov 2019
29 Oct 2019
8 Nov 2019
29 Oct 2019
29 Oct 2019 - 8 Nov 2019
Amount
3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.13.1.B : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
4.1.B.1 : 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-V - For sub base cum drainage layer - Mix in Place Method
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.
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
SOBIN MANUEL
P MANOHARAN
SAJU A
Bidder Name
P MANOHARAN
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
SAJU A
SOBIN MANUEL
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_431205.pdf
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