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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹2,424.77 (0.54%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹4.5 L
EMD Value
₹11,160
Closing Date
19 Sept 2020, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LSGD SUBDIVISION KOIPURAM BLOCK
NANOOR DIVISION IKKARAMALA COLONY RETAINING WALL CONSTRUCTION ERAVIPEROOR GP
2020_LSGD_383943_1
S002/AE/LSGD/KBP/20-21
Open Tender
Civil Works - Buildings
Item Wise
180 days
KOIPURAM
Please refer Tender documents.
5 documents required · 5 mandatory
₹893
Yes
online
₹11,160
Yes
25 Nov 2020
9 Sept 2020
22 Sept 2020
9 Sept 2020
19 Sept 2020
9 Sept 2020
Amount
SIDE PROTECTION WALL
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od842620/2020_2021 : od701367/2020-2021 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 ( 1 cement , 4 coarse sand , 8 graded stone aggregate 40 mm nominal size)
od842622/2020_2021 : Construction of,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 with form work 3%
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
11.2.2 : Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil)
C R VIJAYAN
Bidder Name
C R VIJAYAN
P K MURALIDHARAN NAIR
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_545041.pdf
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