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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.2 L+₹24,665 (3.55%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹7.3 L+₹37,099 (5.33%)Rejected-AOC KOMPRAYATTU PUNTHALA THZHAM VENMONEY | KERALA | 3 | Rejected-AOC L3 | |
| 4 | 4₹7.4 L+₹43,294 (6.22%)Rejected-AOC | 4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Krishnakumar Krishnan Nair L1 | KAMARUDEEN N L4 | SUNIL KUMAR K L3 | PRASAD T N L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | 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 | 28.08 | cum | 700 ₹19,656 | 638.7 ₹17,934.7 Lowest | 813 ₹22,829.04 | 799 ₹22,435.92 |
| 1.00 | OD298344/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone 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 (without bond stone) | 90.48 | cum | 4,950 ₹4,47,876 Lowest | 5,490 ₹4,96,735.2 | 5,347 ₹4,83,796.56 | 5,257 ₹4,75,653.36 |
| 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 | 2.49 | cum | 8,000 ₹19,920 Lowest | 8,475 ₹21,102.75 | 8,552 ₹21,294.48 | 8,403 ₹20,923.47 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 85,000 ₹10,625 | 84,700 ₹10,587.5 Lowest | 86,878 ₹10,859.75 | 85,371 ₹10,671.38 |
| 1.00 | OD254499/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade and
earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to
site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead
and lifts as per Technical Specification Clause 303.1.(with Power Roller) | 21.3 | cum | 850 ₹18,105 | 847 ₹18,041.1 Lowest | 925 ₹19,702.5 | 909 ₹19,361.7 |
| 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. | 11.7 | cum | 2,500 ₹29,250 | 2,200 ₹25,740 | 2,148 ₹25,131.6 | 2,111.4 ₹24,703.38 Lowest |
| 1.01 | 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) | 17.55 | cum | 8,420 ₹1,47,771 | 8,425 ₹1,47,858.75 | 8,271 ₹1,45,156.05 | 8,128.55 ₹1,42,656.05 Lowest |
| 1.01 | OD254501/2025-2026:Name board | 1 | each | 2,500 ₹2,500 | 997 ₹997 Lowest | 4,033 ₹4,033 | 3,963 ₹3,963 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
13 Oct 2025, 4:00 pmClosed
Assistant Engineer
LID EW SUB DIVISION CHENGANNUR
Annual Plan-Chengannur Block Panchayath 2025-26 Pro No-51-Otty -Pullana Road Construction at ward 3 of Mulakuzha GP
2025_LSGD_804955_1
2025_LSGD_AEE_17_CNGR_51_otty pulna
Open Tender
Civil Works - Roads
Item Rate
180 days
Puliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,185
Yes
8 Jun 2026
4 Oct 2025
15 Oct 2025
4 Oct 2025
13 Oct 2025
4 Oct 2025
4 Oct 2025 - 13 Oct 2025
Amount
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
OD298344/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone 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 (without bond stone)
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
OD254499/2025-2026::Construction of Sub grade and Earthen Shoulders : Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead and lifts as per Technical Specification Clause 303.1.(with Power Roller)
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)
OD254501/2025-2026:Name board
PRASAD T N (BID ID -2386450)
SUNIL KUMAR K (BID ID -2383955)
KAMARUDEEN N (BID ID -2386684)
Bidder Name
Krishnakumar Krishnan Nair
SUNIL KUMAR K
KAMARUDEEN N
PRASAD T N
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