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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.5 LAccepted-Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | ₹24.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹24.6 L+₹7,692.92 (0.31%)Rejected-Finance | ₹24.6 L+₹7,692.92 (0.31%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | M RASHEED L2 | K.V.JAYAPRAKASH L6 | MAHESH L1 | SUNIL L4 | L.SELVAN L3 | SHAFEER.S L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Work | |||||||||
| 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. | 633.5 | sqm | 402.11 ₹2,54,736.69 | 416.27 ₹2,63,707.05 | 380 ₹2,40,730 | 372.13 ₹2,35,744.36 Lowest | 407.94 ₹2,58,429.99 | 416.3 ₹2,63,726.05 |
| 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. | 5,232.5 | sqm | 15.56 ₹81,417.7 Lowest | 16.11 ₹84,295.58 | 16 ₹83,720 | 16.11 ₹84,295.58 | 15.79 ₹82,621.18 | 16.12 ₹84,347.9 |
| 1.00 | OD58329/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Packed 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 MÖRD) | 5,232.5 | sqm | 292.01 ₹15,27,942.33 Lowest | 302.29 ₹15,81,732.43 | 298 ₹15,59,285 | 302.29 ₹15,81,732.43 | 296.24 ₹15,50,075.8 | 302.3 ₹15,81,784.75 |
| 1.00 | 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. | 54 | cum | 2,472 ₹1,33,488 | 2,560 ₹1,38,240 | 1,800 ₹97,200 Lowest | 2,538.83 ₹1,37,096.82 | 2,488.04 ₹1,34,354.16 | 2,538.82 ₹1,37,096.28 |
| 1.00 | OD67166/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge. | 360 | sqm | 1,275.12 ₹4,59,043.2 Lowest | 1,320 ₹4,75,200 | 1,300 ₹4,68,000 | 1,319.84 ₹4,75,142.4 | 1,293.44 ₹4,65,638.4 | 1,319.85 ₹4,75,146 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
13 Jul 2026, 6:00 pmClosed
Asst executive Engineer
TVM CORPORATION
Pro no 514/27 Renovation of Various roads at Padayani Association road -in Pangod Ward
2026_LSGD_859192_5
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
10 Aug 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 |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD58329/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Packed 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 MÖRD) | - | sqm | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | OD67166/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge. | - | sqm | - | - |
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