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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.4 L+₹1,419.04 (1.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.5 L+₹11,450.83 (8.14%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DINSHAD L1 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L3 | SAINUDEEN P T L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||
| 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 | 36.98 | cum | 336.57 ₹12,446.36 Lowest | 364 ₹13,460.72 | 340 ₹12,573.2 |
| 1.00 | OD65320/2026-2027:DRY RUBBLE MASONRY with hard stone ,foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials, labor charges etc. complete as per approved drawing and relevant technical specification. | 33.3 | cum | 3,171.63 ₹1,05,631.14 Lowest | 3,429.8 ₹1,14,229.49 | 3,203.6 ₹1,06,695.9 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 76,570.43 ₹4,058.23 Lowest | 82,803.1 ₹4,388.56 | 77,341.7 ₹4,099.11 |
| 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 | 1.05 | cum | 7,537.59 ₹7,914.47 Lowest | 8,151.1 ₹8,558.66 | 7,613.5 ₹7,994.18 |
| 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) | 0.78 | cum | 7,291.12 ₹5,650.62 Lowest | 7,884.6 ₹6,110.57 | 7,364.6 ₹5,707.57 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.49 | cum | 498.76 ₹2,239.43 Lowest | 539.4 ₹2,421.91 | 503.8 ₹2,262.06 |
| 1.01 | OD65319/2026-2027:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | 2,706.63 ₹2,706.63 Lowest | 2,927.8 ₹2,927.8 | 2,733.9 ₹2,733.9 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
7 Oct 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
ANNUAL PLAN - PROJECT NUMBER - 583/2026-27CONSTRUCTION OF CHENNALERIKUNN ROAD SIDE WALL IN DIVISION 16 - MUKKAM MUNICIPALITY
2026_LSGD_874702_32
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
₹555
Yes
₹4,236
Yes
13 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 |
|---|---|---|---|---|---|
| 1SIDE PROTECTION | |||||
| 1.001 | 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 | 36.98 | cum | - | - |
| 1.002 | OD65320/2026-2027:DRY RUBBLE MASONRY with hard stone ,foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials, labor charges etc. complete as per approved drawing and relevant technical specification. | 33.31 | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | - | - |
| 1.004 | 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 | 1.05 | cum | - | - |
| 1.005 | 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) | 0.78 | cum | - | - |
| 1.006 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.49 | cum | - | - |
| 1.007 | OD65319/2026-2027:Supplying and fixing SHILAPHALAKAM with granite stone of size 500x600 mm or nearest size on prepare with wall malayalm letters of specified size hard stone | 1 | each | - | - |
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