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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC MUVATTUPUZHA VENDOR K A SHEPERI PWD CO REG NO 15 C KURUTTUKAVIL PEZHAKKAPPILLY P O MUVATTUPUZHA | THRISSUR | KERALA | 680667 | L1 | Accepted-AOC Lowest rate quoted bid | |
| 2 | L2₹4.3 L+₹29,880.43 (7.40%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest rate quoted bid rejected |
| Sl No | Description | Qty | Unit | shereef L1 | ALI P M L2 |
|---|---|---|---|---|---|
| 1.00new construction | |||||
| 1.00 | OD315341/2024-2025:Sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge | 66.6 | sqm | 31 ₹2,064.6 Lowest | 31 ₹2,064.6 Lowest |
| 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 | 11.27 | cum | 400 ₹4,506.8 Lowest | 450 ₹5,070.15 |
| 1.00 | OD315446/2024-2025:Dry rubble masonry with 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, laabour charge etc complete as per direction of deptl officers incharge. | 24.77 | cum | 4,160 ₹1,03,030.72 Lowest | 4,500 ₹1,11,451.5 |
| 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 | 46.78 | cum | 600 ₹28,069.8 Lowest | 700 ₹32,748.1 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 9.3 | cum | 3,300 ₹30,690 Lowest | 4,500 ₹41,850 |
| 1.01 | OD315243/2024-2025:Providing plain cement concrete for road work Exclusive of Formwork cc 1:2:4 (1cement :2 fine aggregate :4 course aggregate) for substructure as per drawings and directions Clause 802 803,1202 &1203 as required including compaction ,finishing and tamping etc complete mixing in concrete mixer complete as per engineer in charge. | 25.29 | cum | 8,600 ₹2,17,494 Lowest | 8,800 ₹2,22,552 |
| 1.01 | 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) | 1.61 | cum | 9,000 ₹14,517 Lowest | 9,000 ₹14,517 Lowest |
| 1.01 | OD315206/2024-2025:Supplying and fixing nameboard 0.90x0.60 size including cost of engraving letters, labour charges etc complete | 1 | no | 3,630 ₹3,630 Lowest | 3,630 ₹3,630 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
25 Oct 2025, 6:00 pmClosed
MUVATTUPUZHA BLOCK DEVELOPMENT OFFICER
Muvattupuzha Block Panchayath Office, Mudavoor Post., Muvattupuzha, Ernakulam Dist., Pin-686 669
MLA SDF 2025-26 - Scheme proposed by Dr. Mathew Kuzhalnadan MLA (Muvattupuzha LAC) - Construction of Bethslahem Tharamuttam Link Road, Ward 11 in Ayavana Grama Panchayath
2025_CRD_809797_1
10/BDO/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Ward 11 in Ayavana Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,589
16 Mar 2026
15 Oct 2025
27 Oct 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
Amount
new construction
OD315341/2024-2025:Sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge
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
OD315446/2024-2025:Dry rubble masonry with 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, laabour charge etc complete as per direction of deptl officers incharge.
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
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD315243/2024-2025:Providing plain cement concrete for road work Exclusive of Formwork cc 1:2:4 (1cement :2 fine aggregate :4 course aggregate) for substructure as per drawings and directions Clause 802 803,1202 &1203 as required including compaction ,finishing and tamping etc complete mixing in concrete mixer complete as per engineer in charge.
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)
OD315206/2024-2025:Supplying and fixing nameboard 0.90x0.60 size including cost of engraving letters, labour charges etc complete
ALI P M (BID ID -2414434)
Bidder Name
ALI P M
shereef
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