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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Fee/PreQual/Technical/Finance 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹23.6 L+₹1.5 L (6.67%)Admitted-Fee/PreQual/Technical/Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MAHESH L2 | L.SELVAN L1 |
|---|---|---|---|---|---|
| 1.00Kaduvettipalam - Chathramoola Road Maintenance | |||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 70 | cum | 50 ₹3,500 | 48.61 ₹3,402.7 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 156.6 | sqm | 370 ₹57,942 | 362.15 ₹56,712.69 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5,115 | sqm | 15 ₹76,725 | 14.02 ₹71,712.3 Lowest |
| 1.00 | OD62287/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)(Modified 75.5.11.1.A.2Z MORD) | 5,115 | sqm | 295 ₹15,08,925 | 262.99 ₹13,45,193.85 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) | 33.75 | cum | 8,500 ₹2,86,875 | 8,170.07 ₹2,75,739.86 Lowest |
| 1.01 | OD89460/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with
neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and
cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).
Ordinary cement without any pigment(11.20.4) | 425 | sqm | 1,000 ₹4,25,000 Lowest | 1,079.2 ₹4,58,660 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
13 Jul 2026, 6:00 pmClosed
Asst executive Engineer
TVM CORPORATION
Proj .No.313/27-Retarring ,Tile laying,Interlocking concreting inArikkonam chathramoola,kaduvetty roads in Kanjirampara ward
2026_LSGD_859192_3
AEE2/TENDER/26-27/(6)
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
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kaduvettipalam - Chathramoola Road Maintenance | |||||
| 1.001 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.002 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
| 1.003 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.004 | OD62287/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)(Modified 75.5.11.1.A.2Z MORD) | - | sqm | - | - |
| 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) | - | cum | - | - |
| 1.006 | OD89460/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with
neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and
cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).
Ordinary cement without any pigment(11.20.4) | - | sqm | - | - |
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