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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.5 L+₹1.2 L (8.67%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹15.7 L+₹1.4 L (10.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹15.8 L+₹1.6 L (11.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹16.8 L+₹2.6 L (18.1%)Admitted-Fee/PreQual/Technical/Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHANDAS. K.G L6 | MAHESH L5 | SUNIL DAS S S L2 | SUNILKUMAR K L4 | Rahul pk L3 | VIPIN K.S L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00road work | |||||||||
| 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. | 585 | sqm | 15.05 ₹8,804.25 | 15 ₹8,775 | 12.71 ₹7,435.35 | 13.01 ₹7,610.85 | 12.92 ₹7,558.2 | 11.7 ₹6,844.5 Lowest |
| 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 | 117 | cum | 885.74 ₹1,03,631.58 | 700 ₹81,900 | 748.06 ₹87,523.02 | 765.39 ₹89,550.63 | 720 ₹84,240 | 688.35 ₹80,536.95 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 13 | cum | 8,465.37 ₹1,10,049.81 | 7,000 ₹91,000 | 7,149.56 ₹92,944.28 | 7,315.18 ₹95,097.34 | 7,269.18 ₹94,499.34 | 6,579 ₹85,527 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 41.6 | cum | 8,272.96 ₹3,44,155.14 | 5,000 ₹2,08,000 Lowest | 6,987.06 ₹2,90,661.7 | 7,148.92 ₹2,97,395.07 | 7,103.96 ₹2,95,524.74 | 6,429.5 ₹2,67,467.2 |
| 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) | 3.9 | cum | 8,639.61 ₹33,694.48 | 5,000 ₹19,500 Lowest | 7,296.71 ₹28,457.17 | 7,465.75 ₹29,116.43 | 7,418.8 ₹28,933.32 | 6,714.48 ₹26,186.47 |
| 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 | 19.5 | cum | 9,298.21 ₹1,81,315.1 | 9,800 ₹1,91,100 | 7,852.94 ₹1,53,132.33 | 8,034.87 ₹1,56,679.97 | 7,984.33 ₹1,55,694.44 | 7,226.33 ₹1,40,913.44 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.57 | tonne | 94,455.71 ₹1,48,295.46 | 90,000 ₹1,41,300 | 79,774.01 ₹1,25,245.2 | 81,622.05 ₹1,28,146.62 | 81,108.71 ₹1,27,340.67 | 73,408.5 ₹1,15,251.35 Lowest |
| 1.01 | 4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 18.15 | cum | 2,335.71 ₹42,393.14 | 2,300 ₹41,745 | 1,972.66 ₹35,803.78 | 2,018.36 ₹36,633.23 | 2,005.67 ₹36,402.91 | 1,815.25 ₹32,946.79 Lowest |
| 1.01 | 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) | 95.47 | cum | 8,994.17 ₹8,58,718.38 | 9,400 ₹8,97,465 | 7,596.16 ₹7,25,243.38 | 7,772.13 ₹7,42,044.11 | 7,723.25 ₹7,37,377.29 | 6,990 ₹6,67,370.25 Lowest |
Tender Value
₹19.9 L
EMD Value
₹49,757
Closing Date
3 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer (Fort)
ASSISTANT EXECUTIVE ENGINEER FORT ZONAL TVPM CORPORATION
PRO.NO 1829/27 DRAIN CONSTRUCTION AND ROAD CONCRETING IN PATHIRA PO VETTUCADU WARD
2026_LSGD_883317_1
LSGD/CELSGD/AEE4/FORT26-27(8)
Open Tender
Civil Works - Roads
Item Rate
180 days
TVPM CORPORATION FORT ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹49,757
Yes
5 Nov 2026
28 Oct 2026
5 Nov 2026
28 Oct 2026
3 Nov 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 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. | 585 | sqm | - | - |
| 1.002 | 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 | 117 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 13 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 41.6 | 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) | 3.9 | 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<br> IV. R.C.C grade M 20 | 19.5 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.57 | tonne | - | - |
| 1.008 | 4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 18.15 | cum | - | - |
| 1.009 | 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) | 95.48 | cum | - | - |
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