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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 | 1₹2.1 LAccepted-AOC KERALA KL | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | 2₹2.1 L+₹1,665 (0.79%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685501 | 2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | SHANAVAS P K L1 | UMARUL FARIS P K L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 30.52 | cum | 63.03 ₹1,923.99 Lowest | 65 ₹1,984.13 |
| 1.00 | OD321248/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil (Modified DAR 2.6.1 ) | 7.88 | cum | 246.52 ₹1,941.35 Lowest | 251 ₹1,976.63 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 15.6 | cum | 3,077.04 ₹48,001.82 Lowest | 3,080 ₹48,048 |
| 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 | 16.65 | cum | 3,449.92 ₹57,441.17 Lowest | 3,455 ₹57,525.75 |
| 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 | 111 | sqm | 80.18 ₹8,899.98 Lowest | 85 ₹9,435 |
| 1.01 | 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. | 111 | sqm | 18.73 ₹2,079.03 Lowest | 21 ₹2,331 |
| 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) | 111 | sqm | 289.47 ₹32,131.17 Lowest | 295 ₹32,745 |
| 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) | 6.75 | cum | 8,784.48 ₹59,295.24 Lowest | 8,790 ₹59,332.5 |
Tender Value
₹2.1 L
EMD Value
₹5,293
Closing Date
14 Oct 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LID EW SECTION THAMARASSERY GP
MANCHATTY NADUKANDI ROAD IN THAMARASSERY GP
2025_LSGD_805539_27
AE/LSGD/TSY/04/20225-26
Open Tender
Civil Works - Roads
Item Rate
180 days
THAMARASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,293
Yes
21 Nov 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
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finance_1342731.pdf
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