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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical AVANAKKATT HOUSE KALADI P O MALAPPURAM KERALA 679582 | MALAPPURAM | MALAPPURAM | KERALA | 679582 | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | MUNEER P L1 | VENUGOPALAN P L4 | MOHAMMED ABDUL SHUKKOOR L3 | RIJIN A L5 | MUHAMMED SHAFI P.A. L2 | RASIYA P M L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD COCRETING | |||||||||
| 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. | 249 | sqm | 10.93 ₹2,721.57 Lowest | 11.99 ₹2,985.51 | 23.93 ₹5,958.57 | 13 ₹3,237 | 11.06 ₹2,753.94 | 13.36 ₹3,326.64 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 1.5 | cum | 45.63 ₹68.45 Lowest | 50.06 ₹75.09 | 47.7 ₹71.55 | 53 ₹79.5 | 46.19 ₹69.29 | 55.81 ₹83.72 |
| 1.00 | OD58956/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 23.27 | cum | 1,598.89 ₹37,204.57 Lowest | 1,753.91 ₹40,811.73 | 1,658 ₹38,580 | 1,914 ₹44,536.87 | 1,618.56 ₹37,662.27 | 1,955.3 ₹45,497.88 |
| 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) | 46.54 | cum | 6,530.12 ₹3,03,898.72 Lowest | 7,163.24 ₹3,33,362.86 | 6,800 ₹3,16,458.4 | 7,822 ₹3,64,020.24 | 6,610.46 ₹3,07,637.59 | 7,985.73 ₹3,71,639.9 |
| 1.00 | OD52640/2026-2027: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 Sponsoring 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 | 2,951.96 ₹2,951.96 | 3,247.04 ₹3,247.04 | 2,000 ₹2,000 Lowest | 3,536 ₹3,536 | 2,988.28 ₹2,988.28 | 3,609.98 ₹3,609.98 |
Tender Value
₹6 L
EMD Value
₹15,000
Closing Date
16 Sept 2026, 4:00 pmClosed
Chandradasan KK
Block Development Officer, Thrithala
MPLADS 25-26-Mundrakkode Vadakkathupadi Meppodam road concreting ward 13 Anakkara GP
2026_CRD_867981_6
B-800/26
Open Tender
Civil Works - Roads
Item Rate
120 days
Anakkara GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,325
Yes
₹15,000
Yes
22 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD COCRETING | |||||
| 1.001 | 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. | 249 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 1.5 | cum | - | - |
| 1.003 | OD58956/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 23.27 | cum | - | - |
| 1.004 | 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) | 46.54 | cum | - | - |
| 1.005 | OD52640/2026-2027: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 Sponsoring 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 | - | - |
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