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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 | FIRST₹3.2 LAccepted-AOC | FIRST | Accepted-AOC First lowest tenderer | |
| 2 | SECOND₹3.4 LRejected-AOC PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | SECOND | Rejected-AOC Second lowest tenderer | |
| 3 | THIRD₹3.4 LRejected-AOC | THIRD | Rejected-AOC Third lowest tenderer |
| Sl No | Description | Qty | Unit | Johny Joseph, Panakuzhy Constructions L1 | JOHNSON JOSE L2 | JOSEPH JOSE L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD135077/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates
from scarifying with power roller , as per direction of departmental officials at site. | 255 | per sqm | 7.8 ₹1,989 Lowest | 7.8 ₹1,989 Lowest | 8 ₹2,040 |
| 1.00 | OD135079/2025-2026:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13)
by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method and
compacting by three wheel 80-100 KN static roller to achieve the desired density complete as
per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power
roller) (MORD) | 16.8 | cum | 1,254 ₹21,067.2 Lowest | 2,491.92 ₹41,864.26 | 2,500 ₹42,000 |
| 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 | 19.57 | cum | 3,750 ₹73,406.25 Lowest | 3,750.64 ₹73,418.78 | 3,800 ₹74,385 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 186 | sqm | 80.37 ₹14,948.82 Lowest | 80.37 ₹14,948.82 Lowest | 81 ₹15,066 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 186 | sqm | 18.9 ₹3,515.4 Lowest | 18.9 ₹3,515.4 Lowest | 19 ₹3,534 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 186 | sqm | 270 ₹50,220 Lowest | 302.65 ₹56,292.9 | 303 ₹56,358 |
| 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) | 13.8 | cum | 8,900 ₹1,22,820 | 8,056.88 ₹1,11,184.94 Lowest | 8,100 ₹1,11,780 |
| 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) | 3.83 | cum | 9,000 ₹34,479 Lowest | 9,186.73 ₹35,194.36 | 9,200 ₹35,245.2 |
Tender Value
₹3.4 L
EMD Value
₹8,460
Closing Date
23 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer, L.I.D and E.W Section, Kaduthuruthy G.P
Maintenance of Karikkulam - Pattarakkala road in W-14 of Kaduthuruthy G.P
2025_LSGD_785297_1
ET1/AE/LID and EW/KDTY/2025-26/172
Open Tender
Civil Works - Roads
Item Rate
180 days
Kaduthuruthy
Please refer Tender documents.
6 documents required · 6 mandatory
₹750
₹8,460
21 Nov 2025
13 Aug 2025
26 Aug 2025
13 Aug 2025
23 Aug 2025
13 Aug 2025
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