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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹12.5 L+₹1,535 (0.12%)Rejected-Finance | L2 | Rejected-Finance Other than lowest tenderer | |
| 3 | L3₹12.5 L+₹2,500 (0.20%)Rejected-Finance | L3 | Rejected-Finance Other than lowest tenderer | |
| 4 | L4₹12.9 L+₹49,030 (3.94%)Rejected-Finance CHEMBISSERY PUTHIYAKAVU TRIPUNITHURA P O KOCHI 682301 | ERNAKULAM | KERALA | 682301 | L4 | Rejected-Finance Other than lowest tenderer | |
| 5 | L5₹13.9 L+₹1.4 L (11.2%)Rejected-Finance PMC 24 528 GROUND FLOOR NEAR PAYYANUR SERVICE CO OP BANK KOTTY BRANCH PAYANNUR KANNUR KERALA 670307 | PAYYANUR | KANNUR | KERALA | 670307 | L5 | Rejected-Finance Other than lowest tenderer |
Tender Value
Refer Docs
EMD Value
₹29,600
Closing Date
26 Aug 2021, 6:00 pmClosed
GE(MAINT)EZHIMALA
GARRISON ENGINEER (MAINT) MILITARY ENGINEER SERVICES INDIAN NAVAL ACADEMY POST KANNUR DIST KERALA 670 310
AS PER BOQ AND TENDER DOCUMENTS
2021_MES_464161_1
GE MAINT EZHIMALA 8400
Open Tender
Civil Works
Item Rate
180 days
EZHIMALA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE MAINT EZHIMALA
₹29,600
Yes
2 Sept 2021
31 Jul 2021
28 Aug 2021
31 Jul 2021
26 Aug 2021
14 Aug 2021
2 Aug 2021 - 7 Aug 2021
Amount
Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50 m and making good surface in hard/dense soil complete all as specified and as directed.
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed.
M&L for cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
M&L for hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface using broken stones or boulders complete all as specified and as directed.
M&L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base complete all as specified and as directed.
M&L for cement concrete 100mm thick type B-1, 1:2:4 (using 20mm graded aggregate) finished spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed.
Forming construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'B' complete all as specified and as directed.
S&F steel work in tubular trusses including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 Grade St-240 for square or rectangular tube complete all as specified and as directed.
S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and as directed.
Preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed.
PADMANABHAN. K.V
General Engineering and Constructions
M/s.Rejoy Constructions
Gates Infra Construction Co
M/S V B MOHAMMED ALI
K P DIVAKARAN
Palace constructions
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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