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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | ₹6.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(4) dtd.03/02/2026 of Sreekandapuram Municipality |
| 2 | L2₹6.7 LRejected-AOC KERALA KL | IDUKKI | KERALA | 685533 | ₹6.7 L | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
| Sl No | Description | Qty | Unit | RAJESH KUTTIYATTU VEETTIL L1 | NIZAR MV L2 |
|---|---|---|---|---|---|
| 1.00Concrete Road | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 71.85 | cum | 65.97 ₹4,739.94 | 65.97 ₹4,739.94 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4.5 | cum | 45.5 ₹204.75 | 56 ₹252 |
| 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. (ii) Using Gravel mix soil. | 1.5 | cum | 2,319.8 ₹3,479.70 | 2,319.8 ₹3,479.70 |
| 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) | 65.7 | cum | 8,926 ₹5.9 L | 8,926.16 ₹5.9 L |
| 1.00 | OD360825/2025-2026:DRY RUBBLE MASONRY: Dry rubble masonry with good quality blasted rubble without concrete levelling course including packing to compactness to lines in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 18.24 | cum | 3,882 ₹70,807.68 | 3,882 ₹70,807.68 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.6 | cum | 8,880 ₹5,328 | 8,880.19 ₹5,328.11 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 93,741 ₹3,937.12 | 93,741.49 ₹3,937.14 |
Tender Value
₹6.7 L
EMD Value
₹16,875
Closing Date
29 Jan 2026, 6:00 pmClosed
Bindu P.S
Assistant Engineer Sreekandapuram Municipality
Proj no 555 / 2025-26 Construction of Kottumugham Pradesam road
2026_LSGD_829109_18
PW1-4013331-3-2025
Open Tender
Civil Works - Roads
180 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,490
Yes
₹16,875
Yes
11 Mar 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Concrete Road
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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. (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)
OD360825/2025-2026:DRY RUBBLE MASONRY: Dry rubble masonry with good quality blasted rubble without concrete levelling course including packing to compactness to lines in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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