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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC | 1 | Accepted-AOC lowest quoted | |
| 2 | 2₹7.2 L+₹52,416.11 (7.87%)Rejected-AOC | 2 | Rejected-AOC highest quoted | |
| 3 | 3₹7.4 L+₹69,325.51 (10.4%)Rejected-AOC JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | 3 | Rejected-AOC highest quoted | |
| 4 | 4₹7.4 L+₹77,779.69 (11.7%)Rejected-AOC | 4 | Rejected-AOC highest quoted | |
| 5 | 5₹7.6 L+₹94,689.16 (14.2%)Rejected-AOC | 5 | Rejected-AOC highest quoted |
| Sl No | Description | Qty | Unit | ANANTHARAMAN L1 | K M SREEKUMAR L3 | BIJEESH N C L5 | JOHN BOSCO S L2 | KMS Construction L6 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Side protection and irish | |||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 5.03 | cum | 378.6 ₹1,904.36 Lowest | 417.99 ₹2,102.49 | 432.41 ₹2,175.02 | 408.38 ₹2,054.15 | 442.5 ₹2,225.78 | 422.8 ₹2,126.68 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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 | 100.62 | cum | 347.9 ₹35,005.7 Lowest | 384.09 ₹38,647.14 | 397.35 ₹39,981.36 | 375.26 ₹37,758.66 | 406.62 ₹40,914.1 | 388.52 ₹39,092.88 |
| 1.00 | OD66390/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all
materials labour charges etc. complete as per direction of Departmental officers at site ( Modified Data
60.7.1) | 22.18 | cum | 3,557.16 ₹78,894.25 | 3,474.31 ₹77,056.72 Lowest | 4,062.74 ₹90,107.51 | 3,837.04 ₹85,101.71 | 4,157.54 ₹92,210.08 | 3,972.46 ₹88,105.19 |
| 1.00 | OD72240/2025-2026:DRY RUBBLE MASONRY using departmental stacked rubble _ Dry rubble without concrete levelling course masonry with good quality departmental stacked rubble including labour charges etc. complete as per direction of
Departmental officers at site | 4.02 | cum | 1,408.57 ₹5,668.09 Lowest | 4,052.29 ₹16,306.41 | 1,608.78 ₹6,473.73 | 1,519.4 ₹6,114.07 | 1,646.32 ₹6,624.79 | 1,573.03 ₹6,329.87 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.14 | cum | 7,790.99 ₹16,657.14 Lowest | 8,601.72 ₹18,390.48 | 8,898.34 ₹19,024.65 | 8,403.98 ₹17,967.71 | 9,105.96 ₹19,468.54 | 8,700.6 ₹18,601.88 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 79,144.6 ₹15,274.91 Lowest | 87,380.46 ₹16,864.43 | 90,393.58 ₹17,445.96 | 85,371.71 ₹16,476.74 | 92,502.76 ₹17,853.03 | 88,384.83 ₹17,058.27 |
| 1.01 | 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. | 31.2 | cum | 1,957.45 ₹61,072.44 Lowest | 2,161.14 ₹67,427.57 | 2,235.66 ₹69,752.59 | 2,111.46 ₹65,877.55 | 2,287.83 ₹71,380.3 | 2,185.98 ₹68,202.58 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 62.4 | cum | 7,239.14 ₹4,51,722.34 Lowest | 7,992.46 ₹4,98,729.5 | 8,268.07 ₹5,15,927.57 | 7,808.73 ₹4,87,264.75 | 8,460.98 ₹5,27,965.15 | 8,084.32 ₹5,04,461.57 |
Tender Value
₹8.5 L
EMD Value
₹21,136
Closing Date
26 Jul 2025, 2:00 pmClosed
ARYA VISWAN
ASSISTANT ENGINEER NANDIKKARA P.O PARAPPUKKARA G P
Annual Plan Project No 190 2025 26 Muthrathikkara Rappal link road irish drain ward 14 3 parappukkara GP General Civil Work
2025_LSGD_776730_1
03/AE/ET/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,136
Yes
11 Sept 2025
16 Jul 2025
28 Jul 2025
16 Jul 2025
26 Jul 2025
16 Jul 2025
Amount
Side protection and irish
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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
OD66390/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site ( Modified Data 60.7.1)
OD72240/2025-2026:DRY RUBBLE MASONRY using departmental stacked rubble _ Dry rubble without concrete levelling course masonry with good quality departmental stacked rubble including labour charges etc. complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
JOHN BOSCO S (BID ID -2262383)
K M SREEKUMAR (BID ID -2259945)
Labour co-operative society for local development and social welfare ltd R1264 Mattathur (BID ID -2261615)
BIJEESH N C (BID ID -2261563)
KMS Construction (BID ID -2262736)
Bidder Name
K M SREEKUMAR
ANANTHARAMAN
BIJEESH N C
Labour co-operative society for local development and social welfare ltd R1264 Mattathur
JOHN BOSCO S
KMS Construction
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