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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | V R VISWANATHAN L1 | MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|
| 1.00side protection and concrete | |||||
| 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. | 8.4 | cum | 65.97 ₹554.15 | 75.86 ₹637.22 |
| 1.00 | OD386261/2025-2026: 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 | 18.3 | cum | 3,882.87 ₹71,056.52 | 4,465.3 ₹81,714.99 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.54 | cum | 8,401.36 ₹12,980.10 | 9,661.56 ₹14,927.11 |
| 1.00 | OD349648/2025-2026:Filling with contractor's own earth (excluding rock) i OPEN AREA 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 1.50 m as per direction of site Engineer-in
charge | 36 | cum | 433.37 ₹15,601.32 | 498.37 ₹17,941.32 |
| 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) | 1.47 | cum | 8,684.07 ₹12,765.58 | 9,986.68 ₹14,680.42 |
| 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. (ii) Using Gravel mix soil. | 24.6 | cum | 2,319.8 ₹57,067.08 | 2,667.77 ₹65,627.14 |
| 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) | 16.38 | cum | 8,926.16 ₹1.5 L | 10,265.08 ₹1.7 L |
| 1.01 | 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 For height upto 5 m III. R.C.C grade M 20 | 6.34 | cum | 9,760.25 ₹61,879.99 | 11,224.28 ₹71,161.94 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.44 | tonne | 93,741.49 ₹41,621.22 | 1,07,802.71 ₹47,864.40 |
Tender Value
₹4.2 L
EMD Value
₹10,577
Closing Date
28 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LIDEW SULTHAN BATHERY MUNICIPALITY
PROJECT NUMBER 591-SULTHAN BATHERY MUNICIPALITY 20255-26 THODUVETTY PUMP HOUSE ROAD BALANCE PORTION SIDE PROTECTION AND CONCRETE IN SBY MUNICIPALITY Dn .5
2026_LSGD_837808_62
E1-e-TENDER/2025-26 (5)
Open Tender
Civil Works - Roads
180 days
Sulthan bathery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,577
Yes
30 May 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
side protection and concrete
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.
OD386261/2025-2026: 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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
OD349648/2025-2026:Filling with contractor's own earth (excluding rock) i OPEN AREA 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 1.50 m as per direction of site Engineer-in charge
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)
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)
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 For height upto 5 m III. 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
OD349753/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mmx300mmx500mm below ground level as per drawings and technical specifications Clause 1701. 600 mmx450 mm rectangular .
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