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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Tenderer | |
| 2 | L2₹27.4 L+₹3.3 L (13.8%)Rejected-Finance MATTILIPARAMBIL HOUSE SAHODHARAN AYYAPPAN ROAD EROOR WEST PO THIRUPUNITHURA 682306 | THIRUPUNITHURA | ERNAKULAM | KERALA | 682306 | L2 | Rejected-Finance Other than Lowest Tenderer | |
| 3 | L3₹28.9 L+₹4.8 L (20.1%)Rejected-Finance KATTUPADATH H AZHEEKAL PO VYPEEN 682508 | KOCHI | ERNAKULAM | KERALA | 682508 | L3 | Rejected-Finance Other than Lowest Tenderer | |
| 4 | L4₹29.1 L+₹5.1 L (21.2%)Rejected-Finance KORAMANGALATH HOUSE TOMY LANE SOUTH PANAMBILLY NAGAR KADAVANTHRA P O KOCHI 682 020 | KOCHI | ERNAKULAM | KERALA | 682020 | L4 | Rejected-Finance Other than Lowest Tenderer | |
| 5 | Rejected-Technical 2ND 57 3190 E2 GALAXY CLIFFORD SOUTH CHALAVANOOR ELAMKULAM KADAVANTHRA P O ERNAKULAM KERALA 682 020 | ERNAKULAM | ERNAKULAM | KERALA | 682020 | - | Rejected-Technical Not found in Order |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
25 Mar 2025, 6:00 pmClosed
GE FORT KOCHI
GARRISON ENGINEER MILITARY ENGINEER SERVICES GE FORT KOCHI -682 001
SPECIAL REPAIRS TO PLINTH PROTECTION INCLUDING RAISING OF GROUND FLOOR PARKING OF BLDGS, MAYANK (P-24), CHAMAN (P-17), PRDEEP (P-30) AND PARAG (P-31) AT SMA RAMESWARAM UNDER GE FORT KOCHI
2025_MES_699311_1
8206/E8_GE_FORT_KOCHI
Open Tender
Civil Works
Item Rate
180 days
FORT KOCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE FORT KOCHI
₹66,000
Yes
19 May 2025
25 Feb 2025
1 Apr 2025
25 Feb 2025
25 Mar 2025
11 Mar 2025
Amount
M & L for rough excavation not exceeding 1.5 m deep and getting out in soft / loose soil, all as specified and directed.
Filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm, with the soil obtained from item No 1 above including lead up to 500m (Appx), all as specified and directed.
M & L for Hard-core filling in floors with broken bouldres of gauge exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface, all as specified and directed.
M & L for 75 mm thick PCC 1:3:6 type C1 (using 20mm graded stone aggregate) finished even and smooth w/o using extra cement complete, all as specified and directed.
M & L for 75 mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) in sub base, all as specified and directed..
M & L for Moorum filling under floors including watering, in layers n.exc 250 mm complete all as specified and directed.
M & L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade using grey cement & pigment laid, all as specified and directed.
Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, for MH and drain, all as specified and directed.
Excavation in trenches not exec 1.5m wide and not exec 1.5m in depth for foundation etc or for shaft well, manhole, Sewage line etc not exec 10 sqm on plan and not exec 1.5m depth and getting out in soft/loose soil, all as specified and directed.
Returning , filling in including spreading , levelling, watering and well ramming in layers not exec 25cm of soil, all as specified and directed.
Removing of excavated material to a distance n. exceeding 50 m and depositing where directed at a level not exec 1.5 m above the starting point, all as specified and directed.
M & L for cement concrete type D-2 (1:4:8) using 40mm graded aggregate as in foundations filling and mass concrete, all as specified and directed.
Pre-cast cement concrete block masonry with solid blocks, exc 10cm in width and setting in mortar 1:4, type C1 1:3:6, 20mm graded stone aggregate for MH and drain complete, all as specified and directed.
M & L for Rendering 10mm thick on fair faces of brick work or concrete surfaces using cement plaster of CM 1:4, all as specified and directed.
M&L for Cement concrete type D2 1:4:8 (40 mm graded aggregate) as in surface channels and drains, all as specified and directed.
Taking down rainwater pipes, drainage pipe (any size or pattern), etc. including all fittings, heads, shoes, bends, swan-necks, etc.(measured overall as fixed along the centre line over fittings and accessories), all as specified and directed.
S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/laid in floors including stack clamp/ universal clamp of stainless steel with bolts & nuts etc complete, all as specified and directed.
S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/laid in floors including stack clamp/ universal clamp of stainless steel with bolts & nuts etc complete, all as specified and directed.
S&F 110mm bore PVC (SWR) bends any radius, all as specified and directed.
S&F 75mm bore PVC (SWR) bends any radius, all as specified and directed.
S&F Salt-glazed stoneware gully traps, square or round mouthed, type 'P' of size 150 x 150 mm, all as specified and directed.
M & L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, thickness of slab 75mm thick, all as specified and directed.
Oriental Constructions (BID ID -3262781)
MS BUILDERS (BID ID -3267820)
K.V.GEORGE AND COMPANY (BID ID -3270604)
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