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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.9 LAccepted-AOC | ₹23.9 L | 1 | Accepted-AOC Agreement executed |
| 2 | 2₹23.9 LRejected-Finance TIRURANGADI VALLIKKUNNU NORTH TIRURANGADI | MALAPPURAM | KERALA | 670612 | ₹23.9 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | NOVEL CONSTRUCTIONS L1 | MMmamukoyaco L2 | DILEEP M L3 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.00 | OD6153/2025-2026:Scarifying the existing bituminous road surface to a depth of 150 mm and its rolling with three wheel 80-100 KN static roller to get required compaction as per instructions of departmental officers at site including all labour charges, hire charges etc complete. ( Based on MORD 3.2). | 3,852.56 | sqm | 10.8 ₹41,607.67 | 8 ₹30,820.50 | 10 ₹38,525.62 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 385.26 | cum | 3,239.47 ₹12.5 L | 3,100 ₹11.9 L | 3,100 ₹11.9 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,852.56 | sqm | 71.99 ₹2.8 L | 76.67 ₹3.0 L | 78 ₹3.0 L |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,852.56 | sqm | 15.52 ₹59,791.76 | 16.53 ₹63,682.85 | 18 ₹69,346.12 |
| 1.00 | 5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65 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 Mechanical Means :- Type B (II) Bitumen (S-65) | 3,852.56 | sqm | 193.53 ₹7.5 L | 206.1 ₹7.9 L | 245 ₹9.4 L |
| 2.00Earthern drain cleaning | ||||||
| 2.00 | OD6737/2025-2026:based on od816/2022_2023 :For engaging coolie for various works | 6 | Day | 933.37 ₹5,600.22 | 994 ₹5,964 | 900 ₹5,400 |
| 2.00 | 65.7:Hydraulic excavator | 1 | Day | 9,261.26 ₹9,261.26 | 9,862.9 ₹9,862.90 | 12,000 ₹12,000 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 6:00 pmClosed
Reshma
Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu P.O. Elathur Kozhikode District Pin-673303
This road starts from Puthiyanirathu junction and ends at the western breakwater of Puthiyappa harbour. The work involves the scarification of existing bituminous
2026_HED_834160_1
HED/CEHED/803/2025-2026
Open Tender
Civil Works - Roads
Puthiyappa
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
13 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Road Work
OD6153/2025-2026:Scarifying the existing bituminous road surface to a depth of 150 mm and its rolling with three wheel 80-100 KN static roller to get required compaction as per instructions of departmental officers at site including all labour charges, hire charges etc complete. ( Based on MORD 3.2).
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65 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 Mechanical Means :- Type B (II) Bitumen (S-65)
Earthern drain cleaning
OD6737/2025-2026:based on od816/2022_2023 :For engaging coolie for various works
65.7:Hydraulic excavator
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