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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.6 L+₹23,267.09 (2.77%)Rejected-AOC 1003 SUB TREASURY DEVIKULAM | ₹8.6 L+₹23,267.09 (2.77%) | L2 | Rejected-AOC L2 |
| 3 | L3₹8.9 L+₹53,003.14 (6.32%)Rejected-Finance 16061872 RAMAKRISHNAN M K 1606 SUB TREASURY PERAMBRA | ₹8.9 L+₹53,003.14 (6.32%) | L3 | Rejected-Finance L3 |
| 4 | L4₹9.2 L+₹83,366.34 (9.93%)Rejected-Finance CHEMPANODA KATIKULAM ROAD PERAMBRA KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 673525 | ₹9.2 L+₹83,366.34 (9.93%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SANTHOSH MP L1 | BINOY LUKOSE L3 | RAJOYJOSEPH PJ L4 | RAJAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Concrete Road | |||||||
| 1.00 | OD472203/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 0.65m long (0.50m in rock and 0.15m in concrete ) including drilling holes of 20mm dia to a depth of 0.50m in rock and filling the gap with cement grout( 0.050kg/each) etc complete. (Modified 60.5.2 of DAR) | 170 | each | 244.48 ₹41,561.6 Lowest | 260 ₹44,200 | 300 ₹51,000 | 251.27 ₹42,715.9 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.93 | cum | 8,231.62 ₹73,467.21 Lowest | 8,700 ₹77,647.5 | 9,000 ₹80,325 | 8,459.81 ₹75,503.8 |
| 1.00 | OD465457/2025-2026: 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 60.7.1) | 108.06 | cum | 3,584.32 ₹3,87,310.87 Lowest | 3,821 ₹4,12,885.8 | 4,000 ₹4,32,228 | 3,683.68 ₹3,98,047.41 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 6.83 | cum | 9,009.79 ₹61,491.82 Lowest | 9,605 ₹65,554.13 | 9,605 ₹65,554.13 | 9,259.54 ₹63,196.36 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.27 | tonne | 86,954.95 ₹23,738.7 Lowest | 92,702 ₹25,307.65 | 92,702 ₹25,307.65 | 89,365.22 ₹24,396.71 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade 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 lead upto 1000 m as per Technical Specification Clause 303.1. | 118.12 | cum | 563.66 ₹66,582.34 Lowest | 600 ₹70,875 | 600 ₹70,875 | 579.28 ₹68,427.45 |
| 1.01 | 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 | 10.5 | cum | 2,886.26 ₹30,305.73 Lowest | 3,077 ₹32,308.5 | 3,077 ₹32,308.5 | 2,966.24 ₹31,145.52 |
| 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) | 18.38 | cum | 8,239.84 ₹1,51,407.06 Lowest | 8,700 ₹1,59,862.5 | 8,784 ₹1,61,406 | 8,468.23 ₹1,55,603.73 |
| 1.01 | OD472205/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete. | 1 | each | 3,446.61 ₹3,446.61 Lowest | 3,674 ₹3,674 | 3,674 ₹3,674 | 3,542.15 ₹3,542.15 |
Tender Value
₹8.9 L
EMD Value
₹22,370
Closing Date
12 Mar 2026, 9:00 amClosed
ASSISTANT ENGINEER
LID EW SUBDIVISION, PERAMBRA BLOCK PANCHAYATH
CONCRETE ROAD
2026_LSGD_843872_1
AE/PB/43/TENDER/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
CHAKKITAPARA GP
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,975
Yes
₹22,370
Yes
15 Jun 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
Concrete Road
OD472203/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 0.65m long (0.50m in rock and 0.15m in concrete ) including drilling holes of 20mm dia to a depth of 0.50m in rock and filling the gap with cement grout( 0.050kg/each) etc complete. (Modified 60.5.2 of DAR)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD465457/2025-2026: 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 60.7.1)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade 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 lead upto 1000 m as per Technical Specification Clause 303.1.
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)
OD472205/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete.
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