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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.6 L+₹163.20 (0.05%)Admitted-Fee/PreQual/Technical/Finance CHINGELI TIRUVATHIRA KOLLAM KADAKKAL KERALA INDIA | ₹3.6 L+₹163.20 (0.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.9 L+₹25,844.98 (7.17%)Admitted-Fee/PreQual/Technical/Finance CHANNAPARA KADAKKAL KOLLAM | KOLLAM | KERALA | 689694 | ₹3.9 L+₹25,844.98 (7.17%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Jayadrajan S L2 | SUNILDETH J GOVERNMENT CONTRACTOR L3 | Athul Kumar U L1 |
|---|---|---|---|---|---|---|
| 1.00DRAIN | ||||||
| 1.00 | 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 | 35.7 | cum | 802.6 ₹28,652.82 | 850 ₹30,345 | 300 ₹10,710 Lowest |
| 1.00 | OD43634/2026-2027: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 (modified 11.4.1.1 form work excluded) | 4.2 | cum | 7,376 ₹30,979.2 Lowest | 7,890 ₹33,138 | 8,600 ₹36,120 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 11.03 | cum | 7,497 ₹82,654.43 Lowest | 8,066 ₹88,927.65 | 8,600 ₹94,815 |
| 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) | 1.36 | cum | 7,829 ₹10,686.59 Lowest | 8,740 ₹11,930.1 | 9,400 ₹12,831 |
| 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<br> IV. R.C.C grade M 20 | 6.3 | cum | 8,426 ₹53,083.8 Lowest | 8,925 ₹56,227.5 | 9,400 ₹59,220 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.57 | tonne | 85,593 ₹48,531.23 | 91,000 ₹51,597 | 116 ₹65.77 Lowest |
| 2.00CONCRETING | ||||||
| 2.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 4.5 | cum | 852.2 ₹3,834.9 | 413 ₹1,858.5 | 340 ₹1,530 Lowest |
| 2.00 | OD43660/2026-2027: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.75 | cum | 807 ₹5,447.25 Lowest | 975 ₹6,581.25 | 3,600 ₹24,300 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
10 Jul 2026, 6:00 pmClosed
AE
LIDEW section Nilamel
Drainage and Irish Construction in Vellampara Misionkunnu Road
2026_LSGD_858348_18
02/TNDR/AE/LIDEW/NML/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Nilamel GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
31 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
3 Jul 2026 - 10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAIN | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD43634/2026-2027: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 (modified 11.4.1.1 form work excluded) | - | cum | - | - |
| 1.003 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 2CONCRETING | |||||
| 2.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | - | cum | - | - |
| 2.002 | OD43660/2026-2027: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
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