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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC VAIKOM RANNI P O 689 672 KERALA | PATHANAMTHITTA | KERALA | 689672 | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.7 L+₹18,456.69 (1.94%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Ranny Taluk Labour Contract Co-operative SocityLtd L1 | ANIL RAJ L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 1.00 | OD206042/2025-2026:
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 19.12 | cum | 374.76 ₹7,165.41 Lowest | 380 ₹7,265.6 |
| 1.00 | OD205821/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 203.64 | cum | 464.32 ₹94,553.2 Lowest | 480 ₹97,746.24 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 9.68 | cum | 8,796.86 ₹85,153.6 Lowest | 8,799 ₹85,174.32 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18.14 | cum | 9,304.36 ₹1,68,827.61 Lowest | 9,350 ₹1,69,655.75 |
| 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 | 0.98 | tonne | 1,00,926.12 ₹99,412.23 Lowest | 1,00,990 ₹99,475.15 |
| 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 | 23.7 | cum | 3,337.88 ₹79,107.76 Lowest | 3,399 ₹80,556.3 |
| 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) | 35.55 | cum | 9,563.75 ₹3,39,991.31 Lowest | 9,599 ₹3,41,244.45 |
| 1.01 | OD479432/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 12 mm dia of 1.20m long (60cm in rock and
60cm in concrete ) including drilling holes of 12mm dia to a depth of 60cm in rock and filling the gap with cement
grout( 0.10kg/each) etc complete. | 200 | each | 392.25 ₹78,450 Lowest | 450 ₹90,000 |
Tender Value
₹9.5 L
EMD Value
₹23,817
Closing Date
26 Feb 2026, 11:00 amClosed
Assistant Engineer
LIDEW Section Vazhoor
100/26 Renovation of Komarappadi Kanjirappara road
2026_LSGD_837367_4
10/Tender/AE/LSGD/VZR/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Vazhoor
Please refer Tender documents
11 documents required · 11 mandatory
₹2,100
Yes
₹23,817
17 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Renovation
OD206042/2025-2026: Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
OD205821/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
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)
OD479432/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 12 mm dia of 1.20m long (60cm in rock and 60cm in concrete ) including drilling holes of 12mm dia to a depth of 60cm in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
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