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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST TENDERER | |
| 2 | L2₹28.8 L+₹1.7 L (6.31%)Rejected-Finance NIVAS S J NIVAS 26 1798A CHALANCHERY ROAD MAMMAJIMUKU THEVARA KOCHI 682 013 | KOCHI | ERNAKULAM | KERALA | 682013 | L2 | Rejected-Finance REJECTED BEING NOT LOWEST | |
| 3 | L3₹29.3 L+₹2.2 L (8.15%)Rejected-Finance KURUPPAMPARAMBIL PERUMPADAPPU PALLURURHY P O ERNAKULAM KERALA 682006 | ERNAKULAM | KERALA | 682006 | L3 | Rejected-Finance REJECTED BEING NOT LOWEST | |
| 4 | L4₹30.8 L+₹3.7 L (13.5%)Rejected-Finance DOOR NO XXVII 1580 KOITHARA ROAD PANAMPILLY NAGAR KOCHI 682 036 | KOCHI | ERNAKULAM | KERALA | 682036 | L4 | Rejected-Finance REJECTED BEING NOT LOWEST | |
| 5 | L5₹31.2 L+₹4.1 L (15.2%)Rejected-Finance 27 2387 A CHITTUTHARA SASTRI NAGAR SMARTO ROAD KADAVANTHARA KOCHI 682 020 | ERNAKULAM | KERALA | 682020 | L5 | Rejected-Finance REJECTED BEING NOT LOWEST |
Tender Value
₹49.3 L
EMD Value
₹98,500
Closing Date
24 Nov 2020, 6:00 pmClosed
GARRISON ENGINEER NAVAL WORKS
GARRISON ENGINEER NAVAL WORKS MILITARY ENGINEER SERVICES KATARIBAGH NAVAL BASE POST KOCHI 682004
PROVISION OF PARKING SHED OUT SIDE 900 MEN BLOCK AT INS GARUDA NAVAL BASE KOCHI AND OTHER SANCTIONED WORK OF AGE B/R III UNDER GE NW NAVAL BASE KOCHI
2020_MES_392009_1
GE(NW)/KOCHI/8889/E8
Open Tender
Civil Works
Item Rate
180 days
KOCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE(NW) KOCHI
₹98,500
Yes
9 Jan 2021
3 Nov 2020
26 Nov 2020
3 Nov 2020
24 Nov 2020
18 Nov 2020
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 n exc 50 m and making good surface in soft/loose soil complete all as specified
M&L for plain cement concrete in 1:2:4 type B-2 using 40 mm graded stone aggregate for foundations, filling and mass concrete, concrete layer below plinth beam etc all as specified
M & L for steel work in tubular pipes as in main mast including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St-240 painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as specified
S&F MS work as in plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified
M&L for preparation on new steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of metal primer complete all as specified .
S&F for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as complete all as specified .
S&F for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, ridge/valley etc, fixed with self tapping screws as complete all as specified .
S & F PVC eaves gutter 150 mm dia, semi circular with all necessary fittings, joining compounds, clamps, nut, bolts or screws etc and fixing in position, at any height complete all as specified and directed
S & F PVC (SWR) rain water pipes 110 mm dia, with all necessary fittings including bend, elbow, joining compounds, clamps, nut, bolts or screws etc and fixing in position, at any height complete all as specified and directed
S & F PVC (SWR) bends, any radius,for 110 mm bore all as specified
Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil complete all as specified.
Removing excavated soil not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point all as specified
M & L for hardcore of broken stone of boulders gauge exc. 63 mm but n exc 100mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified .
M&L for 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base of floor complete all as specified .
M & L for coarse aggregate for granolithic floors, graded from 12.5mm to 4.74mm, spread and levelled in layers n exc.25 cm thick, watered and rammed to a true surface complete all as specified
M&L for Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment all as specified
M&L for providing PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in lintels kerbs or mud stops or chamfered on edges, sides of paver blocks etc including necessary form work complete all as specified
SUKU CONSTRUCTIONS
Albert Rebello and Company
M.J.JOY AND COMPANY
Aarjay Tech Engineering
M/s.Rejoy Constructions
K.V.GEORGE AND COMPANY
MS BUILDERS
M/s ANTONY THOMAS AND CO
M/s Antony Kallarakkal
Oriental Constructions
S. M. Enterprises
K R JOSEPH AND SONS
ST ANTONY CONSTRUCTIONS
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