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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 LAccepted-AOC | ₹38.0 L Quoted ₹41.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹43.9 LRejected-AOC | ₹43.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹48.5 LRejected-AOC 42 608A PULLOMPARAMBIL HOUSE MANDAKARA ROAD KOCHI 682 018 | ERNAKULAM | KERALA | 682018 | ₹48.5 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | WELTRONENGINEERINGSERVICES L3 | M/S AARJAY ASSOCIATES L1 | AVM CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone boulder mansonry built in cement mortar or cement lime mortor including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast
concrete articles complete all as specified and directed | 190 | Cum | 200 ₹38,000 | 300 ₹57,000 | 1,300 ₹2.5 L |
| 2.00 | Demolition of Un- reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed | 5 | Cum | 750 ₹3,750 | 100 ₹500 | 1,600 ₹8,000 |
| 3.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise sepecifically provided for complete all as specified and directed | 7 | Cum | 850 ₹5,950 | 500 ₹3,500 | 1,700 ₹11,900 |
| 4.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed | 50 | Qtl | 300 ₹15,000 | 700 ₹35,000 | 500 ₹25,000 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard dense soil complete all as specified and directed | 152 | Cum | 300 ₹45,600 | 200 ₹30,400 | 600 ₹91,200 |
| 6.00 | All as per item No 5 here-in-before but exceeding 1.5m depth complete all as specified and directed | 12.5 | Cum | 500 ₹6,250 | 250 ₹3,125 | 800 ₹10,000 |
| 7.00 | Material and labour for cement concrete in foundations, filling and mass-concrete using type D2 1:4:8 (40mm graded aggregate) complete all as specified and directed | 20 | Cum | 5,600 ₹1.1 L | 5,000 ₹1 L | 5,400 ₹1.1 L |
| 8.00 | Material and labour RCC M30 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns,basement slabs, under reamed piles, pile caps and mass concrete etc complete all as specified and directed | 46 | Cum | 12,750 ₹5.9 L | 9,500 ₹4.4 L | 8,500 ₹3.9 L |
| 9.00 | Material and labour reinforced cement concrete M30 (design mix) columns, pillars, piers ,posts and struts and the like complete all as specified and directed | 28 | Cum | 13,000 ₹3.6 L | 9,500 ₹2.7 L | 9,500 ₹2.7 L |
| 10.00 | Material and labour RCC M30 (design mix) as in beams, cantilevers,bressummers, lintels over 1.5m span complete all as specified and directed | 23 | Cum | 13,000 ₹3.0 L | 10,000 ₹2.3 L | 8,500 ₹2.0 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹93,940
Closing Date
8 Apr 2026, 6:00 pmClosed
GE NS KOCHI
Military Engineer Services Garrison Engineer (Naval Services) Kataribagh, Naval Base Post Kochi 682004.
SPECIAL REPAIR TO HIGH SECURITY WALL (BUILDING NO P-34-J) BETWEEN WATCH TOWER NOS 10 11 AT NAD ALWAYE.
2026_MES_755859_1
8631/E8
Open Tender
Civil Works
120 days
ALWAYE
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE NS KOCHI
₹93,940
Yes
29 May 2026
11 Mar 2026
10 Apr 2026
11 Mar 2026
8 Apr 2026
26 Mar 2026
11 Mar 2026 - 12 Mar 2026
Demolition of brick work or stone boulder mansonry built in cement mortar or cement lime mortor including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed
Demolition of Un- reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed
Demolition of reinforced cement concrete of any description and in any position not otherwise sepecifically provided for complete all as specified and directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard dense soil complete all as specified and directed
All as per item No 5 here-in-before but exceeding 1.5m depth complete all as specified and directed
Material and labour for cement concrete in foundations, filling and mass-concrete using type D2 1:4:8 (40mm graded aggregate) complete all as specified and directed
Material and labour RCC M30 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns,basement slabs, under reamed piles, pile caps and mass concrete etc complete all as specified and directed
Material and labour reinforced cement concrete M30 (design mix) columns, pillars, piers ,posts and struts and the like complete all as specified and directed
Material and labour RCC M30 (design mix) as in beams, cantilevers,bressummers, lintels over 1.5m span complete all as specified and directed
Formwork to sides of concrete foundations ( flat rough finished surfaces ) concrete, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams, pile caps and similar work; vertical or to batter complete all as specified and directed
Formwork to sides of pillars,posts, struts, piers, columns for square ,rectangular or polygones and stanchions finished even and fair complete all as specified and directed
Formwork to sides and soffits of floor or roof beams(flat fair finished), beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed
Supply and fix Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
Supply and fix Mild steel TMT bars 5mm dia and over, cut to length, bent to shape required,upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed
Supply and fix in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts ,posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 incl curved or ramped portions of hand rails to required shape or figure (curved, ramped or scroll portions only measured) complete all as specified and directed
Supply and fix in repairs Galvanised, 2 strand steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of strandard rails, straining bolts, inlcuding securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins etc complete all as specified and directed.( Each line wire to be measured)
Taking down and re-fixing galvanised 2 strand steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacings with restraining resecuring incl making good staples etc complete all as specified and directed
Supply and fix in repairs concertina coil of 1050mm diameter made out of 2.5mm dia spring steel core wire 275 G/m2 (minimum) dipped with corrosion preventive fluid (rusilo 901) of castrol make in white colour, each coil having a minimum 56 loops per coil/ bundle with an average weight not less than 15.2 Kg (plus or minus 5%) razor length minimum 22mm & tear blade thickness mini 0.5mm including handle spikes at both ends of coil, errected in position on top of compound wall (stretchable length of each coil 7.0 m ) complete all as specified and directed
Material and labour providing PCC solid blocks exc. 10cm in width type C1 1:3:6, 20mm graded aggregate and setting in cement mortar 1:6 complete all as specified and directed
All as per Item No 20 here-in-before but except blocks ( any Type of existing block ) complete all as specified and directed
Taking down cement plastering any description on brick on stone walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed
Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth with out using extra cement complete all as specified and directed
Material and labour for finishing walls with Acrylic Smooth exterior emulsion ( Anti Fungal Nature ) paint of ( as approved/ required shade) of New work over a coat of exterior grade primer (Two or more coat applied @ 1.67 ltr/10 sqm over and exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed
Material and labour for preparation of old distembered surfaces with complete removal of existing treated walls and applying Acrylic Smooth exterior emulsion paint ( Anti Fungal Nature ) of ( as approved/ required shade) of existing surface over a coat of exterior grade primer (Two or more coat applied @ 1.67 ltr/10 sqm over and exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed
Preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
Removing excavated soil material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard and dense soil complete all as specified and directed
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