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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₹18.8 LAccepted-AOC NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L1 | Accepted-AOC AGT EXCECTED | |
| 2 | L2₹19.0 L+₹18,605 (0.99%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KOICKAL H POICKATTUSSERY CHENGAMANADU KERALA | ERNAKULAM | KERALA | 683572 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
28 Jul 2025, 11:00 amClosed
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 Nedumbassery
Assistant Engineer LID EW Section Nedumbassery
Annual Plan NDY GP Restoration Works for Jalajeevan Projects Balance Portion Projects No 211 General Civil Work
2025_LSGD_777597_1
03/AE LID EW/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kariyad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
12 Dec 2025
18 Jul 2025
29 Jul 2025
18 Jul 2025
28 Jul 2025
18 Jul 2025
Amount
Road Restoration
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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
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
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
T.V POULOSE (BID ID -2263903)
K.D DEVASSYKUTTY (BID ID -2263772)
V O Jose (BID ID -2263807)
ITTEERA K.I. (BID ID -2264309)
Bidder Name
V O Jose
T.V POULOSE
SANILKUMAR.A.G
K.D DEVASSYKUTTY
ITTEERA K.I.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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