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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₹14.6 LAccepted-AOC KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/174/25-26 | |
| 2 | Rejected-Technical IMAGE CRAFT KANNANKAM CHELARI ANGADIPURAM 673616 | ANGADIPURAM | MALAPPURAM | KERALA | 673616 | - | Rejected-Technical L2 |
Tender Value
₹16.9 L
EMD Value
₹42,353
Closing Date
25 Oct 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan- Malappuram DP (2025-26), Project No 1343-26 -Improvements for Vettipaduthal Drinking water Project at Mankada-General Civil Work
2025_LSGD_811173_22
DB1/TN/AEE/38/25-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹42,353
Yes
28 Nov 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Drinking Water Project
51.18.12.8:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 80 mm nominal dia
51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 65 mm nominal dia
51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
SHIJULAL M (BID ID -2409157)
Bidder Name
MKSContractingCompanyIndiaPvtLtd
SHIJULAL M
tech_eval.pdf
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finance_1356366.pdf
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