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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC tender accepted | |
| 2 | L2₹7.5 L+₹161.90 (0.02%)Rejected-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | L2 | Rejected-AOC rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Documents not valid |
Tender Value
₹10.2 L
EMD Value
₹25,413
Closing Date
20 Oct 2023, 3:00 pmClosed
Assistant Engineer LSGD Sub Division Mannarkkad BP
Assistant Engineer LSGD Sub Division Mannarkkad BP
MKD BP PRO NO 226 CHIRAKALPADI AMBAZHAKODE ROAD IMPROVEMENT
2023_LSGD_611603_1
16(3)/AE/MKDBP/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannarkkad Block Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,413
Yes
30 Nov 2023
11 Oct 2023
21 Oct 2023
11 Oct 2023
20 Oct 2023
11 Oct 2023
Amount
Road Concrete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
SULAIMAN M K
SHIJU GEORGE
Bidder Name
SULAIMAN M K
SHIJU GEORGE
Yousaf P
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fin_eval.pdf
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finance_914442.pdf
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