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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹21.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹21.6 L+₹44,353.73 (2.09%)Admitted-Fee/PreQual/Technical/Finance | ₹21.6 L+₹44,353.73 (2.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARIS P K L2 | JALEEL P H L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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 | 116.8 | cum | 451 ₹52,676.8 | 441.5 ₹51,567.2 Lowest |
| 1.00 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 12 | cum | 1,260 ₹15,120 | 1,233.92 ₹14,807.04 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 18.4 | cum | 9,190 ₹1,69,096 | 9,001.46 ₹1,65,626.86 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 55.2 | cum | 8,982 ₹4,95,806.4 | 8,796.86 ₹4,85,586.67 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.6 | cum | 9,380 ₹43,148 | 9,186.73 ₹42,258.96 Lowest |
| 1.01 | 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 | 27.6 | cum | 10,095 ₹2,78,622 | 9,887.04 ₹2,72,882.3 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.76 | tonne | 1,02,546 ₹2,83,026.96 | 1,00,437.31 ₹2,77,206.98 Lowest |
| 1.01 | OD46932/2026-2027:Engaging man coolies | 14 | Day | 1,151 ₹16,114 | 1,127.36 ₹15,783.04 Lowest |
| 1.01 | OD46931/2026-2027:Providing and laying of Interlocking concrete block pavements using 80mm M40
hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and
including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction
of Engineer-in
-charge. | 540 | sqm | 1,067 ₹5,76,180 | 1,045.38 ₹5,64,505.2 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
13 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 169/27- Drain covering slab works at HMT Nagar By-lane 2, and drain constructionand Tilling works for Seaport Panchayat Kulam Road. Ward No. 10-Kalamassery municipality-
2026_LSGD_863788_37
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
3 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | - | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.008 | OD46932/2026-2027:Engaging man coolies | - | Day | - | - |
| 1.009 | OD46931/2026-2027:Providing and laying of Interlocking concrete block pavements using 80mm M40
hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and
including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction
of Engineer-in
-charge. | - | sqm | - | - |
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