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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.16/09/2025 of Sreekandapuram Municipality | |
| 2 | L2₹6.1 L+₹48,445.34 (8.62%)Rejected-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED | |
| 3 | L3₹6.9 L+₹1.3 L (22.7%)Rejected-AOC | L3 | Rejected-AOC HIGHER RATE AND NOT ADMITTED | |
| 4 | L4₹7.1 L+₹1.5 L (25.9%)Rejected-AOC CP HOUSE ALATHODI PERUVALATHUPARAMBA IRIKKUR | IRIKKUR | KANNUR | KERALA | L4 | Rejected-AOC HIGHER RATE AND NOT ADMITTED | |
| 5 | L5₹7.8 L+₹2.2 L (38.5%)Rejected-AOC KANNUR KERALA 670631 | KANNUR | KERALA | 670631 | L5 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
| Sl No | Description | Qty | Unit | P P Sukumaran L1 | RAJESH KUTTIYATTU VEETTIL L2 | JALEEL. C.P. L4 | KUNHIRAMAN A V L3 | MUHAMMED SKAR V P L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 142.2 | cum | 50.8 ₹7,223.76 Lowest | 55 ₹7,821 | 64.04 ₹9,106.49 | 62.44 ₹8,878.97 | 70.44 ₹10,016.57 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 27.45 | cum | 1,843.08 ₹50,592.55 Lowest | 2,001 ₹54,927.45 | 2,319.8 ₹63,678.51 | 2,261.82 ₹62,086.96 | 2,551.78 ₹70,046.36 |
| 1.00 | 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) | 71.1 | cum | 7,091 ₹5,04,170.1 Lowest | 7,703 ₹5,47,683.3 | 8,926.16 ₹6,34,649.98 | 8,703 ₹6,18,783.3 | 9,818.78 ₹6,98,115.26 |
Tender Value
₹7.1 L
EMD Value
₹17,686
Closing Date
2 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER, SREEKANDAPURAM MUNICIPALITY
Proj.No.191/25-56 - Vennakkunnu - Koottumukham road concrete
2025_LSGD_789845_23
PW1-4013331-2025
Open Tender
Civil Works - Roads
Item Rate
90 days
SREEKANDAPURAM MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,560
Yes
₹17,686
Yes
17 Oct 2025
26 Aug 2025
9 Sept 2025
26 Aug 2025
2 Sept 2025
26 Aug 2025
Amount
Road Concrete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
RAJESH KUTTIYATTU VEETTIL (BID ID -2321169)
KUNHIRAMAN A V (BID ID -2320637)
JALEEL. C.P. (BID ID -2320921)
MUHAMMED SKAR V P (BID ID -2320990)
Bidder Name
P P Sukumaran
JALEEL. C.P.
MUHAMMED SKAR V P
KUNHIRAMAN A V
RAJESH KUTTIYATTU VEETTIL
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1303138.pdf
boq_comp_chart.xlsx
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details.html
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