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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 | L1₹20.9 LAccepted-AOC PALATHINKAL BHOOTHATHANKETTU P O AE LSGD PALLARIMANGALAM GRAMA PANCHAYATHAI PALLARIMANGALAM | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical ASAMANNOOR | DHEMAJI | ASSAM | 787026 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Liju Paul L1 | SUGATHAN C V L3 | ASHIK P MUHAMMED L2 |
|---|---|---|---|---|---|---|
| 1.00Road Upgradation | ||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 172.65 | sqm | 315 ₹54,384.75 Lowest | 323.59 ₹55,867.81 | 380 ₹65,607 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 131.5 | sqm | 420 ₹55,230 | 418.33 ₹55,010.4 Lowest | 430 ₹56,545 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,184 | sqm | 16 ₹18,944 Lowest | 16.01 ₹18,955.84 | 50 ₹59,200 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 66 | cum | 350 ₹23,100 | 441.5 ₹29,139 | 50 ₹3,300 Lowest |
| 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 | 36 | cum | 3,500 ₹1,26,000 | 3,337.88 ₹1,20,163.68 Lowest | 3,650 ₹1,31,400 |
| 1.01 | 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 | 48 | cum | 3,750 ₹1,80,000 | 3,750.64 ₹1,80,030.72 | 3,650 ₹1,75,200 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,600 | sqm | 15.5 ₹24,800 Lowest | 15.79 ₹25,264 | 17 ₹27,200 |
| 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. | 640 | sqm | 18 ₹11,520 | 18.9 ₹12,096 | 14 ₹8,960 Lowest |
| 1.01 | 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 | 640 | sqm | 80 ₹51,200 Lowest | 80.37 ₹51,436.8 | 80 ₹51,200 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
26 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2025_LSGD_787367_2
ET39/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Nov 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1324849.pdf
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