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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAccepted-AOC | ₹6.4 Cr | L1 | Accepted-AOC Being the lowest tenderer (L1) and reasonable tender |
| 2 | L2₹6.6 Cr+₹16.6 L (2.60%)Rejected-Finance | ₹6.6 Cr+₹16.6 L (2.60%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹6.6 Cr+₹22.7 L (3.54%)Rejected-Finance | ₹6.6 Cr+₹22.7 L (3.54%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹6.7 Cr+₹25.2 L (3.94%)Rejected-Finance | ₹6.7 Cr+₹25.2 L (3.94%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹7.1 Cr+₹71.9 L (11.2%)Rejected-Finance | ₹7.1 Cr+₹71.9 L (11.2%) | L5 | Rejected-Finance Not being L1 |
Tender Value
₹7 Cr
EMD Value
₹6.8 L
Closing Date
14 Sept 2020, 6:00 pmClosed
CHEIFE ENGINEER NAVY MUMBAI
CHEIF ENGINEER NAVY MUMBAI, 26, ASSAYEE BUILDINGS, COLABA, MUMBAI-400005
DEMOLITION AND RECONSTRUCTION OF SOUTHERN PERIMETER WALL AT INS MANDOVI,GOA
2020_MES_363106_1
87863/E8
Open Tender
Civil Works
Item Rate
450 days
MANDOVI
As per tender documents
8 documents required · 8 mandatory
₹3,000
AGE (I) Mandovi
₹6.8 L
Yes
15 Oct 2020
22 Jul 2020
16 Sept 2020
22 Jul 2020
14 Sept 2020
31 Aug 2020
23 Jul 2020 - 11 Aug 2020
Amount
Demolition of brickwork or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles and disposing off complete all as specified and as directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for and disposing off
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations, shafts, wells, cesspits, pier holes, manholes, erecting poles etc. not exceeding 10sqm on plan and getting out in soft / loose soil complete all as specified and as directed
Excavation over areas, n exc 1.5 m deep and getting out in soft/ disintegrated rock all as specified and directed.
Returning, filling in, including, spreading, leveling, watering and well ramming in layers not exceeding 25cm deep as in any type of soil complete all as specified and as directed
Returning, filling in, including, spreading, leveling, watering and well ramming in layers not exceeding 25cm deep as in rock complete all as specified and as directed
Removing excavated materials (any type of soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point including spreading in low lying area and leveling all as specified
Removing excavated materials (rock) to a distance not exceeding 250 mtr & not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5m above the starting point including spreading in low lying area and leveling all as specified
M&L for plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed
M&L for RCC M-30 design mix using 20 mm graded stone aggregate for foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and as directed ( Reinforcement shall be measured and paid seperately)
M&L for RCC M-30 design mix using 20 mm graded stone aggregate as in beams, cantilevers, lintels, etc. and similar works complete all as specified and as directed ( Reinforcement shall be measured and paid seperately)
M&L for RCC M-30 design mix using 20 mm graded stone aggregate as in columns, piers, pillars, posts, struts, etc. and similar works complete all as specified and as directed ( Reinforcement shall be measured and paid seperately)
M&L for RCC M-30 design mix using 20 mm graded stone aggregate as in wall complete all as specified and as directed ( Reinforcement shall be measured and paid seperately)
M&L for formwork to faces to sides of concrete foundations, footings, bases of columns, rafts, raft beams, plinth beams, etc. and similar works vertical or to batter for rough surfaces complete all as specified and and as directed
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces complete all as specified and and as directed
M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floors and beams, etc. for rough surfaces complete all as specified and and as directed
M&L for formwork to faces of retaining wall and similar work including attached pillasters, buttresses for rough surfaces complete all as specified and and as directed
Supply & fix 25 mm thick preformed filler for expansion joint
M&L TMT (CRS) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and bindingwith and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
M&L TMT (CRS) bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, securing with clips complete all as specified and as directed
M&L for Pre-cast cement concrete block masonry with solid blocks in design mix of grade C5 as per IS- 2185 (Part I ) 2005 with minimum cement content of 250 Kg/ Cum exceeding 10cm in width and setting in CM (1:4) complete all as specified and as directed.
M&L for rendering 10 mm thick plaster, in cement mortar (1:3) on block masonry / concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed
M&L for rendering 15 mm thick (10+5) plaster, in cement mortar (1:4) on fair faces of brickwork / concrete surfaces mixed with water proofing compound and finished complete all as specified and as directed ( Rate quoted shall be inclusive of WPC )
M&L for RCC M-30 in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including necessary formwork and weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed
M&L for plain cement concrete 1:3:6 type C-1, using 20mm graded stone aggregates as in copings, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles, throating, etc. complete all as specified and as directed
M&L preparation of newly plastered / unplastered surfaces and applying 2 coats of cement based paint over a coat of primer as per manufacturers instructions on walls complete all as specified and as directed
M&L for framed work such as grills, gratings, barred iron doors, gates and similar works conforming to Fe-290 grade E-165, angle or other sections with gusset plates, rails, braces, etc. including MS plate 2.8mm thick, gates made to hang with and including hooks to columns and shafing arrangement, running rails and hanging, also fastening and fixing as required complete all as specified and as directed
M&L for preparing of new steel surfaces of any description over 10cm in width or girth and applying two coats of epoxy enamel paint over a coat ofepoxy primer, as approved complete all as specified and as directed
M&L for galvanised 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and including provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed
M&L for galvanised mild steel concertina coil with clear synthetic lacquer coating (anti rust) fixed in concentric circle, 610 mm dia having 8 nos of circles , 25 nos clips at a max spacings of 100 mm fixed as in fencing at any location etc complete all as specified and as directed
M&L for broken glass coping on top of masonry / stone walls, etc. in CM (1:3) 25mm thick, broken glass catered @10kg/sqm complete all as specified and as directed
S&F 160mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with suitable clamps, etc. including necessary staging / scaffolding, etc. as required for weep holes complete all as specified and as directed
M&L for mild steel work conforming to Fe-290 grade E-165, for portions framed and hung as gates including pintle hinges, stops, hand made sliding bolts etc and similar work as required complete all as specified and as directed
M/s Kishan Gopal Agarwal
Ms Hari Deva Builders
Baka Construction
PK Constructions
nhsaluji and associates
M/s. P S REDDY
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