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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.9 LRejected-Finance | ₹21.9 L | 1 | Rejected-Finance tender cancelled due to some technical error |
| 2 | 2₹22.8 L+₹96,382.67 (4.41%)Rejected-Finance | ₹22.8 L+₹96,382.67 (4.41%) | 2 | Rejected-Finance tender cancelled due to some technical error |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical KARISHOTT HOUSE CHERUVAYKK P O SANTHIDANG K P KRIKOPPARAVISH CHEVIKKULLI KURAKKI P O SUKKOOR BADARATHI WAYANAD 673592 | WAYANAD | WAYANAD | KERALA | 673592 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SURENDRAN L1 | R.SURESH KUMAR L2 | MOHANAN K L3 | ANUP A S L4 |
|---|---|---|---|---|---|---|---|
| 1.00DRAIN | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 160 | cum | 827.88 ₹1,32,460.8 | 700 ₹1,12,000 Lowest | 914.62 ₹1,46,339.2 | 962.76 ₹1,54,041.6 |
| 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 | 20 | cum | 7,912.36 ₹1,58,247.2 Lowest | 8,000 ₹1,60,000 | 8,741.42 ₹1,74,828.4 | 9,201.49 ₹1,84,029.8 |
| 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) | 56 | cum | 7,732.52 ₹4,33,021.12 Lowest | 8,000 ₹4,48,000 | 8,542.73 ₹4,78,392.88 | 8,992.35 ₹5,03,571.6 |
| 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 | 30 | cum | 8,690.79 ₹2,60,723.7 Lowest | 9,000 ₹2,70,000 | 9,601.41 ₹2,88,042.3 | 10,106.75 ₹3,03,202.5 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.72 | tonne | 88,285.29 ₹3,28,421.28 Lowest | 90,000 ₹3,34,800 | 97,535.79 ₹3,62,833.14 | 1,02,669.25 ₹3,81,929.61 |
| 1.01 | 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) | 6 | cum | 8,075.22 ₹48,451.32 Lowest | 8,500 ₹51,000 | 8,921.34 ₹53,528.04 | 9,390.88 ₹56,345.28 |
| 2.00Tarring | |||||||
| 2.00 | 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. | 600 | sqm | 14.07 ₹8,442 Lowest | 16.36 ₹9,816 | 15.54 ₹9,324 | 16.36 ₹9,816 |
| 2.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 90 | cum | 3,295.7 ₹2,96,613 | 3,250 ₹2,92,500 Lowest | 3,641.03 ₹3,27,692.7 | 3,832.66 ₹3,44,939.4 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
7 Jul 2026, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
TVM CORPORATION
Pro No 623 Avuthancode-mulamoodu lane drain construction and road renovation in-VattiyoorkkAVU WARD
2026_LSGD_858238_1
AEE2/TENDER/623/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
TVM CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAIN | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 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 | - | 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 | 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 | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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 | - | - |
| 2Tarring | |||||
| 2.001 | 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 | - | - |
| 2.002 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
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