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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | ₹4.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.3 LRejected-Finance | ₹4.3 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MINOY MATHEW L1 | SAJIMON P T L2 |
|---|---|---|---|---|---|
| 1.00Protection wall | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry | 27 | cum | 480 ₹12,960 | 500 ₹13,500 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 21.24 | cum | 205 ₹4,354.20 | 210 ₹4,460.40 |
| 1.00 | OD236946/2025-2026: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 | 47.94 | cum | 4,160 ₹2.0 L | 4,200 ₹2.0 L |
| 1.00 | OD238153/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blasted rubble (department materials) including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of department. | 26.33 | cum | 1,787 ₹47,051.71 | 1,800 ₹47,394 |
| 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 For height upto 5 m III. R.C.C grade M 20 | 3.8 | cum | 10,457 ₹39,715.69 | 10,500 ₹39,879 |
| 1.01 | 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 | 0.3 | tonne | 1,00,926 ₹30,681.50 | 1,00,990 ₹30,700.96 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 22 | cum | 657 ₹14,454 | 700 ₹15,400 |
| 1.01 | 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 | 0.68 | cum | 8,900 ₹6,007.50 | 9,500 ₹6,412.50 |
| 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) | 7.2 | cum | 9,560 ₹68,832 | 10,200 ₹73,440 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
25 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION NEDUMKANDAM
ROAD WORK
2025_LSGD_811735_1
09/AE/LID AND EW/NDKM/TENDER/25-26
Open Tender
Civil Works - Roads
180 days
NEDUMKANDAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
₹10,592
11 Feb 2026
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Protection wall
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
OD236946/2025-2026: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
OD238153/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blasted rubble (department materials) including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of department.
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
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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
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)
SAJIMON P T (BID ID -2408998)
Bidder Name
MINOY MATHEW
SAJIMON P T
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