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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC DOCUMENT VALID |
| 2 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical tender accepted |
| 4 | Rejected-Technical MANNATH HOUSE VALIYAKUNNU P O VALANCHERY 676552 | VALIYAKUNNU | MALAPPURAM | KERALA | 676552 | - | - | Rejected-Technical tender accepted |
| 5 | Rejected-Technical | - | - | Rejected-Technical ender accepted |
| Sl No | Description | Qty | Unit | NISHAD M L2 | MOHAMMED SHAREEF L3 | ASHARAF L1 | Yousaf P L5 | Basheer N L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00road interlock | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 477 | sqm | 15 ₹7,155 | 15.21 ₹7,255.17 | 14 ₹6,678 | 20 ₹9,540 | 16.01 ₹7,636.77 |
| 1.00 | OD304000/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 111.3 | sqm | 34.43 ₹3,832.06 | 34.91 ₹3,885.48 | 33 ₹3,672.90 | 40 ₹4,452 | 36.75 ₹4,090.28 |
| 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 | 44.12 | cum | 3,127.59 ₹1.4 L | 3,170.99 ₹1.4 L | 3,004 ₹1.3 L | 3,500 ₹1.5 L | 3,337.88 ₹1.5 L |
| 1.00 | OD248185/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M
40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost & conveyance charges etc. complete | 474 | sqm | 1,130.38 ₹5.4 L | 1,146.07 ₹5.4 L | 1,085 ₹5.1 L | 1,300 ₹6.2 L | 1,206.39 ₹5.7 L |
| 1.00 | 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) | 11.62 | cum | 8,961.23 ₹1.0 L | 9,085.56 ₹1.1 L | 8,607 ₹99,970.31 | 9,600 ₹1.1 L | 9,563.75 ₹1.1 L |
| 2.00name board | ||||||||
| 2.00 | OD248186/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of the project engraving it on the name of
project including all cost of materials engraving charges conveyance and fixing chargers etc.
complete including all cost for fixing the granite / marble slab in concrete or metal board and
cost for concreting the base of board | 1 | each | 4,494.78 ₹4,494.78 | 4,557.15 ₹4,557.15 | 4,200 ₹4,200 | 5,000 ₹5,000 | 4,797 ₹4,797 |
Tender Value
Refer Docs
EMD Value
₹21,200
Closing Date
14 Nov 2025, 5:00 pmClosed
Mannarkkad Block Panchayath officer
Mannarkkad Block Panchayath Office
Ariyoor Paduvilkulambu Rajiv Gandhi Colany Road Naveekaranam Kottoppadam GP Ward 9
2025_CRD_819685_1
B/3026/2025
Open Tender
Civil Works - Roads
Mannarkkad Block Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,700
Yes
₹21,200
Yes
Mannarkkad Block Panchayath
29 Dec 2025
6 Nov 2025
18 Nov 2025
6 Nov 2025
14 Nov 2025
6 Nov 2025
6 Nov 2025
Amount
road interlock
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD304000/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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
OD248185/2025-2026:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete
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)
name board
NISHAD M (BID ID -2436430)
MOHAMMED SHAREEF (BID ID -2438521)
Basheer N (BID ID -2438657)
Yousaf P (BID ID -2438731)
Bidder Name
ASHARAF
NISHAD M
MOHAMMED SHAREEF
Yousaf P
Basheer N
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