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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-Finance | ₹12.6 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹14.8 L+₹2.2 L (17.6%)Rejected-Finance | ₹14.8 L+₹2.2 L (17.6%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹14.9 L+₹2.3 L (18.5%)Rejected-Finance | ₹14.9 L+₹2.3 L (18.5%) | L3 | Rejected-Finance THIRD LOWEST |
| Sl No | Description | Qty | Unit | SHABU B. L2 | CHANDRAN NAIR.M L1 | RAJESH KUMAR C L3 |
|---|---|---|---|---|---|---|
| 1.00concreting works | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 381.66 | sqm | 16 ₹6,106.56 | 13.91 ₹5,308.89 Lowest | 44 ₹16,793.04 |
| 1.00 | OD118763/2026-2027:Filling with contractor's own Earth for Roadway in layers not exceeding 20 cm thick, compacting to lines and level with Static Roller 8- 10 Ton as per the direction of Engineer in Charge | 20.25 | cum | 512 ₹10,368 | 435.91 ₹8,827.18 Lowest | 512 ₹10,368 |
| 1.00 | OD108044/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and spreded in required shape to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii)Using Quarry Muck. | 6.75 | cum | 1,852 ₹12,501 | 1,575.07 ₹10,631.72 Lowest | 1,852 ₹12,501 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 70.88 | cum | 70 ₹4,961.25 | 59.58 ₹4,222.73 Lowest | 70 ₹4,961.25 |
| 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) | 127 | cum | 9,776 ₹12,41,561.78 | 8,310.81 ₹10,55,481.18 Lowest | 9,776 ₹12,41,561.78 |
| 1.01 | OD108063/2026-2027:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts/drainage on first class bedding of granular material in single row including fixing collar with cement motar 1:2 including excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 300 mm dia | 80 | metre | 2,369 ₹1,89,520 | 2,014.71 ₹1,61,176.8 Lowest | 2,369 ₹1,89,520 |
| 1.01 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 0.43 | cum | 962 ₹415.58 | 818.44 ₹353.57 Lowest | 962 ₹415.58 |
| 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<br> IV. R.C.C grade M 20 | 0.92 | cum | 10,106 ₹9,277.31 | 8,591.75 ₹7,887.23 Lowest | 10,106 ₹9,277.31 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 1,02,669 ₹6,262.81 | 87,279.13 ₹5,324.03 Lowest | 1,02,669 ₹6,262.81 |
Tender Value
₹14.8 L
EMD Value
₹37,040
Closing Date
18 Aug 2026, 6:00 pmClosed
Leejiaraju
aee ulloor zonal
Project No 811/27 Thoppil Layin 2 Mottavila Tharattayil Lane 2 Mottayil Bylane Concrete mannanthala ward
2026_LSGD_864726_11
AEE/KZTM/DB/T08/2026-27
Open Tender
Civil Works - Roads
Item Rate
mannanthala ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹37,040
Yes
19 Sept 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concreting works | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.002 | OD118763/2026-2027:Filling with contractor's own Earth for Roadway in layers not exceeding 20 cm thick, compacting to lines and level with Static Roller 8- 10 Ton as per the direction of Engineer in Charge | - | cum | - | - |
| 1.003 | OD108044/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and spreded in required shape to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii)Using Quarry Muck. | - | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | 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) | 0.4 | cum | - | - |
| 1.006 | OD108063/2026-2027:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts/drainage on first class bedding of granular material in single row including fixing collar with cement motar 1:2 including excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 300 mm dia | - | metre | - | - |
| 1.007 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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