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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC MUVATTUPUZHA VENDOR K K RAMACHANDRAN NAIR | THRISSUR | KERALA | 680667 | ₹4.2 L | L1 | Accepted-AOC Lowest rate quoted contractor |
| 2 | L2₹4.2 L+₹417.35 (0.10%)Rejected-Finance | ₹4.2 L+₹417.35 (0.10%) | L2 | Rejected-Finance 2nd lowest rate quoted bid |
| Sl No | Description | Qty | Unit | JOBY GEORGE L1 | NIBU PRABHA L2 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | 3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | 54 | cum | 1,485 ₹80,190 Lowest | 1,487 ₹80,298 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3 | cum | 440 ₹1,320 Lowest | 441 ₹1,323 |
| 1.00 | OD304048/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 168 | per sqm | 30 ₹5,040 Lowest | 31 ₹5,208 |
| 1.00 | OD238294/2025-2026:Dry rubblepacking with departmental good quality blasted rubble including packing to compactness and
levels for road protection withstand the dynamic load due to moving traffic including cost and
conveyance of all materials,labour charge etc. complete as per direction of departmental officers
at site | 48 | cum | 1,785 ₹85,680 Lowest | 1,787 ₹85,776 |
| 1.00 | 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 | 15.6 | cum | 657 ₹10,249.2 Lowest | 658 ₹10,264.8 |
| 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) | 24.75 | cum | 9,562 ₹2,36,659.5 Lowest | 9,563 ₹2,36,684.25 |
| 1.01 | OD238044/2025-2026:Supplying and fixing name board for granite stone 90x60 cm size | 1 | each | 3,660 ₹3,660 Lowest | 3,662 ₹3,662 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
9 Mar 2026, 6:00 pmClosed
Muvattupuzha Block Development Officer
Muvattupuzha Block Panchayth, Mudavoor P.O, Muvattupuzha, Pin. 686 669, Ernakulam Dist.
MLA SDF 2025-26 - Scheme proposed by Dr. Mathew Kuzhalnadan, Honourable MLA (Muvattupuzha LAC) Construction of Maniyanthadam Manayathuthazham SC colony Road, Ward 5, Manjalloor Grama Panchayath
2026_CRD_840848_1
17/BDO/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Manjalloore Grama Panchayth Muvattupuzha Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,583
27 Jul 2026
26 Feb 2026
11 Mar 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | 3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | - | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | OD304048/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | - | per sqm | - | - |
| 1.004 | OD238294/2025-2026:Dry rubblepacking with departmental good quality blasted rubble including packing to compactness and
levels for road protection withstand the dynamic load due to moving traffic including cost and
conveyance of all materials,labour charge etc. complete as per direction of departmental officers
at site | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD238044/2025-2026:Supplying and fixing name board for granite stone 90x60 cm size | - | each | - | - |
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