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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | ₹26.3 L Quoted ₹27.4 L | L1 | Accepted-AOC L1 bidder has been quoted reasonable rates |
| 2 | L2₹30.0 L+₹2.7 L (9.74%)Rejected-Finance | ₹30.0 L+₹2.7 L (9.74%) | L2 | Rejected-Finance RATES QUOTED ARE HIGHER THAN L1 |
| 3 | L3₹31.4 L+₹4.0 L (14.6%)Rejected-Finance PLOT NO 8 5179 SAILASHREE VIHAR CHANDRASEKHARPUR BHUBANESWAR DIST KHURDA ODISHA 751 021 | KHORDHA | ODISHA | 751021 | ₹31.4 L+₹4.0 L (14.6%) | L3 | Rejected-Finance RATES QUOTED ARE HIGHER THAN L1 |
Tender Value
₹27.9 L
EMD Value
₹55,800
Closing Date
4 Feb 2025, 6:00 pmClosed
GARRISON ENGINEER (P) (NAVY) VIZAG
Garrison Engineer Project Navy Vizag, HQ CE Navy Complex, Station Road, Visakhapatnam AP-530004
REPAIR/ REPLACEMENT TO CHAIN LINK FENCING, BARBED WIRE FENCING, COMPOUND WALL, RETAINING WALL, RCC COVER SLABS, DRAIN ETC AT NAD SUNABEDA, ODISHA UNDER GE (P) (NAVY) VISAKHAPATNAM
2025_MES_692372_1
8920/E8
Open Tender
Civil Works
Item Rate
270 days
SUNABEDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (P) (NAVY) VISAKHAPATNAM
₹55,800
Yes
10 Jul 2025
8 Jan 2025
11 Feb 2025
8 Jan 2025
4 Feb 2025
22 Jan 2025
8 Jan 2025 - 22 Jan 2025
Amount
Demolition of RR masonry/brick work built in cement mortar incl boulder Pitching complete all as specified and directed. by Engr-in-Charge.
M&L Walling of Random rubble uncoursed well bonded bedded and solidly hearted, built in cement mortar (1:6) for retaining wall and drain wall complete all as specified and directed.
All as item No. 2.00 above but except stone and Removing mortar and cleaning stones, obtained from masonry of any description (except ashlar facings and dressed stone work) and stone setts from pavings; stacking for measurement including all extra handling and removal and disposing off rubbish complete all as specified and directed. by Engr-in-Charge.
M&L flush pointing to random rubble masonry, uncoursed ro brought upto courses in CM 1:4 complete all as specified.
M&L for brick work with Fly ash brick, straight or curved on plan exceeding 6m mean radius built in cement Mortar 1:6 complete all as specified and as directed.
M&L PCC (1:3:6) type C1(Using 20mm graded stone aggregate) in coping including necessary form work complete all as specified and directed.
M&L for Rendering 10mm in CM 1:4 on external wall brick work or concrete surface, finished even and smooth without using extra cement complete all as specified and directed. by Engr-in -Charge.
Dismantling of fencing wire mesh, any type complete all as specified and directed.
Supply only Chain link MS galvanised fencing any size or type including line wires of strandards, rails, straining bolts etc including provision of binding wires complete all as specified and directed.
Fixing only in repairs chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.
Dismantling of posts or struts of wood, steel or R.C.C. of any section including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engr-in-Charge.
Excavation in post hole each n exc 0.5cum getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm, watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed.
M&L for Plain Cement concrete Type B1 1:2:4 ( using 20mm graded crushed stone agg) as in foundations, filling and mass concrete complete all as specified and directed.
M&L Pre cast RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in fencing posts, straining or terminal posts, struts etc. for fencing average cross sectional area exceeding 100 sq cm and not exceeding 250 sq cm with or without chamfered angles and flat, splayed rounded or mitred tops complete all as specified and directed.
M&L for 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 as directed by Engineer-In-Charge.
All as above Item No. 15.00 but 6mm to 8mm dia
S&F for 10mm dia mild steel round bar (ISRO 10) for fencing incl necessary cutting bending etc. Conforming to Fe 410W(Gde-E250) quality complete all as specified and directed.
S&F Hand rails, half round or other stock 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 complete all as specified and directed.
S & F Mild steel screw bolts 11 to 15 dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc. 5 cm but n exc. 10 cm long complete all as specified and directed.
S&F in repairs Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, incl securing or tying at crossing with and provn of Galvanised mild steel wire, staples or steel pins, complete all as specified and directed.
M&L for restraining and resecuring of gavanised 2 strand steel barbed wire including making good staples etc complete all as specified and directed.
Demolition of Concrete of any description and in any position not otherwise specifically provided for and all disposed to MD land complete all as specified and directed.
M&L PCC (1:2:4) type B1(Using 20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.
M&L for two coats of Synthetic enamel paint over a coat of red oxide primer including preparation of new or previously untreated steel surfaces of any description n exc 10 cm in width or girth not otherwise describe complete all as specified and directed.
M&L for two coats of Synthetic enamel paint over a coat of red oxide primer including preparation of new or previously untreated steel surfaces of any description exc 10 cm in width or girth not otherwise describe complete all as specified and directed.
M&L for preparation of plastered/unplastered surfaces and applying two coat of cement base paint over one coat of primer complete all as specified and directed.
Demolition of cemant Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L for 100 mm thick plain cement concrete (1:3:6) type C-2 (using 40 mm graded aggregates) as in sub base of footpath/hardstanding complete all as specified and directed.
M&L for 75 mm thick plain cement concrete (1:2:4) type B-1 (using 20 mm graded aggregates) as in sub base of footpath/hardstanding complete all as specified and directed.
M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for Chequered cement concrete tiles (coloured) of size 200 mm X 200 mm X 25mm thick , set, jointed and pointed in neat cement slurry in floor and pointed with white/coloured cement & pigment to match the surface laid over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and directed.
M&L for providing precast cement concrete (1:2:4) type B-1 using 20 mm graded aggregates set in cement mortar 1:4 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified and directed.
SHIKHARA PROJECTS (BID ID -3225754)
SMART ENERGY SOLUTIONS (BID ID -3226067)
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