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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC KATTUPADATH H AZHEEKAL PO VYPEEN 682508 | KOCHI | ERNAKULAM | KERALA | 682508 | ₹9.4 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹10.1 L+₹78,377 (8.38%)Rejected-Finance 20 2169 PALLURTH PO ERNAKULUM KERALA 682006 | ERNAKULAM | KERALA | 682006 | ₹10.1 L+₹78,377 (8.38%) | L2 | Rejected-Finance Not Being lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not found in order |
Tender Value
₹10.5 L
EMD Value
₹21,000
Closing Date
2 Sept 2021, 6:00 pmClosed
GE FORT KOCHI
GARRISON ENGINEER MILITARY ENGINEER SERVICES GE FORT KOCHI -682 001
PROVISION OF INTERLOCKING PAVER BLOCK TILING NEAR BLDG NO P-14 (PRAKASH) AT SMA RAMESWARAM AND CERTAIN SANCTIONED WORKS IN DAD COMPLEX PALLURUTHY KOCHI UNDER GE FORT KOCHI.
2021_MES_466131_1
8745/E8/GE Fort Kochi
Open Tender
Civil Works
Item Rate
180 days
FORT KOCHI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
GE Fort Kochi
₹21,000
Yes
13 Oct 2021
7 Aug 2021
4 Sept 2021
9 Aug 2021
2 Sept 2021
21 Aug 2021
Amount
Surface dressing n exc. 15 cm deep in hard / dense soil complete all as specified and directed.
Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in loose/soft soil complete all as specified and directed.
Excavation in trenches not exc 1.5m wide and not exc 1.5m deep and getting out in loose/ soft soil all as specified and directed.
M&L for hard core of, gauge n exc 63mm,deposited,spread and levelled in layers n exc 15 cm thick , watered and rammed to true surfaces with broken stone or boulders complete all as specified and directed.
M&L for PCC 1:3:6 type C-1(20 mm graded aggregate) precast cement concrete block masonary with solid blocks exc 10 cm in width and setting in CM 1:6 etc complete all as specified and directed.
M&L for providing cement conrete type C-1(1:3:6) using 20 mm graded aggregate as in coping, kerbs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
M&L providing cement concrete type B-1 (1:2:4) using 20mm graded aggregate as in coping, kerbs complete including form work all as specified.
M&L PCC 1:4:8 type D2(using 40mm graded aggregate)as in foundation filling and mass concrete etc complete all as specified and directed.
M&L 75 mm thick PCC 1:4:8 type D2(using 40mm graded stone aggregate)as in sub base of floor comlete all as specified.
M&L for 75mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in plinth protection ,surface finished even and smooth using with extra cement complete all as specified and directed.
M&L for 40 mm thick PCC 1:2:4 type B1using 20 mm graded stone aggregate as in floor finish even and smooth without using extra cement, complete all as specified.
M&L 100 mm thick PCC 1:3:6 type C2(using 40mm graded stone aggregate)as in sub base of floor comlete all as specified.
M&l for screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in CM 1:6 complete all as specified and directed.
M&L rendering cement plaster 15 mm thick in CM 1:4 on concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed.
M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, laid over and including 50mm thick cushion of course aggregate of 6.3mm and below size, laid to the pattern, complete all as specified and directed by Engineer in Charge.
Returning/filling in including spreading, levelling, watering and well remming in hard/dense soil all as specified and directed by Engineer in Charge.
Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed by Engineer in Charge.
S&F steel framed work as in posts, doors or gates of angle or the section with gusset plates, rails, braces, etc., complete. Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel, sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.
Supply and fix Steel work in tubular trusses, perlins, posts, cleats etc, including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 all as specified and directed.
S&F 0.63mm thick mild steel, plain, black sheet in wall cladding, steel gate and similar works cut to size, holes punched, incl round headed screw clout nails or rivets and fixed to steel framing work plain 40mm lap joints with rivets or welded seams incl bending or turning up, mitred angles etc all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
M&L for applying two coats of cement base paint over a coat of primer including preparation of newly plastered surfaces all as specified and directed by Engineer in Charge.
M&L for three coat of white wash including preparation of newly plastered surfaces of wall complete all as specified.
M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any descripition over 10 cm width or girth etc complete all as specified and directed.
Jack electrolinks Private Ltd
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