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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.2 L+₹4,356.57 (1.40%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.2 L+₹7,628.91 (2.45%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DINSHAD L3 | OMASSERY LABOUR CONTRACT SOCIETY L2 | SAINUDEEN P T L1 |
|---|---|---|---|---|---|---|
| 1.00DRY RUBBLE , HAND RAILS, CONCRETE | ||||||
| 1.00 | 3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 63.52 | cum | 53.75 ₹3,414.04 | 53.2 ₹3,379.1 | 52.5 ₹3,334.64 Lowest |
| 1.00 | OD180726/2026-2027:DRY RUBBLE MASONRY with hard stone ,foundation and superstructure including packing to compactness to lines and levels ,cost and conveyance of all materials ,labour charges etc.complete as per approved drawing and relevant technical specifications. | 63.52 | cum | 3,196.85 ₹2,03,054.32 | 3,270.6 ₹2,07,738.7 | 3,120.3 ₹1,98,192.1 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.57 | cum | 7,597.52 ₹19,548.42 | 7,519.42 ₹19,347.47 | 7,415.5 ₹19,080.08 Lowest |
| 1.00 | 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) | 1.47 | cum | 7,341.77 ₹10,792.4 | 7,266.3 ₹10,681.46 | 7,165.9 ₹10,533.87 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.45 | tonne | 77,179.3 ₹34,576.33 | 76,385.92 ₹34,220.89 | 75,330.5 ₹33,748.06 Lowest |
| 1.01 | OD180725/2026-2027:(Modified item 10.14) Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 75 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 75 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 (without excavation and foundation concrete) | 24.5 | metre | 1,940.91 ₹47,552.3 | 1,644.81 ₹40,297.85 Lowest | 1,894.7 ₹46,420.15 |
Tender Value
₹3.8 L
EMD Value
₹9,531
Closing Date
7 Oct 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
ANNUAL PLAN - PROJECT NUMBER - 546/2026-27 CHERIKKATHODIKA PENAKKAVU ROAD SIDE WALL - MUKKAM MUNICIPALITY
2026_LSGD_874702_6
4/2026-27/AE/LIDEW/MKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,531
Yes
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRY RUBBLE , HAND RAILS, CONCRETE | |||||
| 1.001 | 3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 63.52 | cum | - | - |
| 1.002 | OD180726/2026-2027:DRY RUBBLE MASONRY with hard stone ,foundation and superstructure including packing to compactness to lines and levels ,cost and conveyance of all materials ,labour charges etc.complete as per approved drawing and relevant technical specifications. | 63.52 | cum | - | - |
| 1.003 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.57 | cum | - | - |
| 1.004 | 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) | 1.47 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.45 | tonne | - | - |
| 1.006 | OD180725/2026-2027:(Modified item 10.14) Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 75 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 75 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 (without excavation and foundation concrete) | 24.5 | metre | - | - |
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