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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹40.2 L+₹1.7 L (4.55%)Rejected-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Other Than Lowest | |
| 3 | L3₹40.3 L+₹1.9 L (4.99%)Rejected-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Other Than Lowest | |
| 4 | L4₹40.3 L+₹1.9 L (5.03%)Rejected-Finance | L4 | Rejected-Finance Other Than Lowest | |
| 5 | L5₹41.0 L+₹2.5 L (6.61%)Rejected-Finance | L5 | Rejected-Finance Other Than Lowest |
Tender Value
₹39 L
EMD Value
₹79,000
Closing Date
19 Jun 2023, 6:00 pmClosed
Garrison Engineer Brichgunj
Garrison Engineer Brichgunj
ADDITION ALTERATION TO PARKING SHED AND PROVISION OF COVERED PATHWAY TO MAIN OFFICE COMPLEX AND BUILDING NUMBER P300 AND PROVISION OF FOUR WHEELER COVERED SHED NEAR PHYSICAL TRAINING GROUND OF AGE BR II UNDER GE BRICHGUNJ
2023_MES_598922_1
8356A
Open Tender
Civil Works
Item Rate
180 days
Brichgunj
As per NIT
9 documents required · 9 mandatory
₹500
Garrison Engineer Brichgunj
₹79,000
Yes
11 Aug 2023
27 May 2023
21 Jun 2023
27 May 2023
19 Jun 2023
14 Jun 2023
Amount
Rough excavation not exceeding 1.5m deep and getting out in any type soil complete all as specified and directed.
Rough excavation exceeding 1.5m deep but not exceeding 3.0m and getting out in soft/loose / hard dense soil complete all as specified and directed.
Excavation over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and directed.
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillesters and butteresses complete all as specified and directed.
Use & waste of Form work to sides of concrete foundations, footings, bases of columns, sides & soffits of foundation and plinth beams and similar work for fair finished flat surfaces of concrete complete all as specified and directed.
Use & waste of Form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar works including attached pilasters, buttresses, etc for rough finished flat surfaces of concrete complete all as specified and directed.
Use & waste of Form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar works including attached pilasters, buttresses, etc for fair finished flat surfaces of concrete complete all as specified and directed.
S&F Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, 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.
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and directed.
M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and directed.
Removing excavated soil to a distance not exceeding 50m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Removing excavated soil to a distance exceeding 250m but not exceeding 500m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L for precast cement concrete solid block masonry with solid blocks using PCC 1:3:6, type C1 (using 20mm graded stone aggregate), exc. 10cm in width, set in CM 1:4 complete all as specified.
M&L for Rendering 15mm thick in cement mortar 1: 6 on faces of brick work or concrete surfaces, finished fair and even complete all as specified and directed.
M&L Reinforced cement concrete (design mix M-30 grade using 20mm graded aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L Formwork flat or curved to to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
Mild steel TMT bars 6 to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed.
M&L for rendering 15mm thick cement plaster in CM 1 :4 on concrete surfaces of roof slab and parapets mixed with WPC @ 3% by weight of cement shall be carried out all as specified and directed by the Engineer-in-Charge ( WPC shall be measured and paid separetely)
M&L Filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L Three coats of white wash on internal wall surfaces including preparations complete all as specified and directed.
S&F mild steel plates (plain or chequered) conforming to Fe 410-W (Gde E-250) quality –A, channels, squared cut or notched (ordinary or countersunk), forming holes, without any attachments welded to frame/truss complete all as specified and directed.
S&F Rolled mild steel/tubular sections conforming to Fe 410-W (Gde E-250) quality -A as in roof trusses (framed) and trussed purlins, cross beam, rafters, posts including distance pieces, cleats etc complete all as specified and directed.
Preparation of new or previously untreated steel surfaces & applying a two coats of synthetic enamel paint over a coat of red oxide primer over 10cm in width or girth,not otherwise described.
M&L for prepainted galvalume aluminium zinc coating GI based corrugated sheet 0.5mm thick of colour having tesile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified.
M & L for 3 to 4 mm thick 38 mm deep glass dividing strips as specified to be provided between the floor panels not exc size 2 M. The glass dividing strips shall be ground smooth with stone and shall be laid flush with the floor level.
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
M&L Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 10cm thick, watered and rammed to a true surface
M&L for Cement Concrete 1:2:4 type B2 using 40mm graded stone aggregate as in floors and paving, 100mm thick, laid in panels and finished even & smooth without using extra cement complete all as specified and directed..
M & L for Cement concrete 40mm thick type B-1, 1:2:4 (20mm graded aggregate) Finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed..
S&F pre-painted galvalume aluminium zinc coating GI baesd plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified.
M&L for removing loose and broken concrete by chiselling, /picking etc upto a depth of 50 to 80mm from column/ beams and similar structural members cleaning the dismantled portion with wire brushes etc to remove dust, dirt and other foreign particles including necessary scaffolding etc and removal of debris to a distance not exceeding 50m, complete all as specified and directed.
M&L for applying one coat of anti corrossive primer @ 0.25 Lit/Sqm for the steel area to exposed old and new reinforcement to the full circumfrance and length of bars to form unbroken 40 Micron thick film all as specified and directed by Engr-in-Charge.
M&L for applying one coat epoxy bonding agent @ 2.6 sqm/lit or as per manufacture’s instruction to old concrete surfaces of columns, beams and similar structural members all as specified and as directed. Make: fosroc/ bostik/ STP
M&L for non shrink, cementitous micro concrete mixed with 12.5 graded stone aggregate using Renderoc RG or equivalent by weight (18 Kg Aggregate : 25 Kg Renderoc RG) respectively (as per manufacturer’s instruction) laid in average thickness 80 to 100 mm in surface, including necessary watertight form work complete all as specified and directed. Make: fosroc/ bostik/ STP
M&L for spraying curing compound as per manufactures instruction on freshly cast concrete surfaces complete all as specified and directed. Make : Concure WB white of Fosroc or equivaent in bostik /STP
M&L for removing loose and broken concrete by chiselling /picking etc upto a depth of 10 to 30 mm from floor/roof slab/chajjas and similar structural members cleaning the dismantled portion with wire brushes etc to remove dust, dirt and other foreign particles including necessary scaffolding etc and removal of debris to a distance not exceeding 50m, complete all as specificed and as per directed.
M&L for application of high build polymer cement sand mortar 1:3 with water cement ratio 0.35 to 0.45 mixing with Nito bond SBR @ 5 ltrs per 50 Kg cement on ceiling / chajja surfaces 10 to 20mm thick in two layers over slurry priming coat of 1 volume Nito bond SBR to 1 volume water, 3 volume fresh cement (5 sqm per litre Nito Bond SBR) etc all as per manufacturers instructions, including painting/finishing over a coat of interior/exterior grade wall care putty to match with the existing complete all as specified and as directed by Engineer-in-Charge. [ Note : Nitobond SBR shall from Fosroc chemical (India) Pvt Ltd or equivalent chemicals of MC Bouchemics/Beck]
Taking down cement plaster of any description from wall/ceiling/screed bed including raking out joints hacking for key, scrubbing down with water etc, complete all as specified and directed.
M&L rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement.
M & L for rendering 5 mm thick in CM I:4 over backing coat of 10 mm thick in C M 1:6, finished even and smooth without using extra cement etc complete. mixed with water proofing compound @3% by weight of cement and finished even and smooth without using extra cement all as specified and directed (WPC shall be measured and paid separately).
Supply only Integral water proofing compound
M& L for two coat of weather proof exterior acrylic emulsion paint with anti fungal property over a coat of primer on newly plastered wall surfaces including preparation of surfaces etc complete all as specified and as directed.
M&L for two coats of weather proof exterior acrylic emulsion paint with anti fungal property on old painted wall surfaces over a coat of primer including complete removal of existing treatment of any description all as specified and as directed. (Make : Apex Ultima)
M&L for two coats of oil bound distempering to new plastered wall surfaces over a coat of primer incl preparation of surfaces complete all as specified and directed.
M&L for oil bound distempering two coats over a coat of primer including preparation of surfaces old decorated, plastered or unplastered surfaces of wall complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) all as specified and directed.
M&L for PCC 1:3:6, type C2, (Using 40 mm graded stone aggregate), 75mm thick as in plinth protection, finishing surface fair and even, in panels & filling joints with mortar, etc., complete all as specified and directed.
Demolition of PCC Solid block masonry built in CM of any description complete all as specified and directed
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) all as specified and directed.
Material and labour for Machine pressed precast concrete interlocking paver block with grey cement and no pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, over and including 50mm consolidated thick sand cushioning including watering and consolidation for base/ bed all as specified a complete all as specified and as directed
M&L for taking down existing roof treatment of any description and cleaning the ( surface by scrubbing and cleaning with water and disposing off the rubbish out side the premises.
M&l 40mm thick cement concrete type B-1, 1:2:4 (12.5mm graded aggregate) over RCC roof as PCC padding complete all as specified and directed.
M&L for rendering 10mm thick in CM 1:4 Cement Plaster using water proof powder on roof finished even and smooth without using extra cement (WPC will be paid separately)
M & L for water proofing treatment with the following specifications including taking down existing roof treatment of any description and cleaning with water and scrubbing and disposing off the rubbish outside the premises, complete all as specified and as per manufacturers instructions:- (i) Apply a coat of hot blown bitumen 85/25 @ 1.20 kg/sqm over a coat of bituminous primer @ 0.3 ltr per sqm. (ii) Laying APP membrane weighing 3to 4Kg/sqm, with 100mm over laps both longitudinally and transversally and overlaps shall be sealed by torch, membrane shall be taken to the parapet through fillet and shall be tucked in inside after a height of 300 mm. (iii) Apply one coat of hot blown bitumen 85/25 @ 1.2 kg/sqm over the membrane.
M & L For Point wiring complete with proper colour coading using, 1100 Volts grade, 1.5 Sqmm, PVC insulated FRLS, unsheathed wire with multi stranded copper conductor confirming to IS-694, Part II, ISI marked and including PVC conduit with ISI marked with all accessories in wall/celling/floor/roof etc, sunk pressed steel not less than 2 mm thick, 50 mm deep terminal boxes with 3mm thick ISI marked plastic laminated sheet top cover fastended with chromium plated brass screws including 1.5 Sqmm, PVC insulated, FRLS, unsheathed, 1100 Volts Multistranded copper conductor green colour as continuous earth wire connected to common earth dolly all as specified and directed for the following:- (a)One light Point controlled by one switch.
Supply and fix Switch piano, flush button, single pole, ISI marked, one way 5 Amps 240 volts .complete all as specified and directed.
Supply and fix ceiling rose surface baklite 65 x 50 mm 3 terminal, complete all as specified and directed.
Supply and fix energy efficient LED Smart bright batten 22 watt fitting 4ft in length nano diffuser technology to ensure minimum loss in light transmitted, long life of over 30000 hours including lamp and connecting with twin core shethed cable from fitting to ceiling rose complete all as specified and directed.
Supply and fix in repair metal enclosure distribution board SPN, 8 way 240 volts, with 200 amps rated bus bar, with IP 42 protection and double door, suitable for mounting MCBs complete all as specified and directed.
Supply and fix in repair metal enclosure distribution board SPN, 4 way 240 volts, with 200 amps rated bus bar, with IP 42 protection and double door, suitable for mounting MCBs complete all as specified and directed.
Supply and fix MCB single pole, 240 volts, 5 to 32 Amps, complete all as specified and directed.
Supply and fix MCB SPN 240 volts, 5 to 32 Amps, complete all as specified and directed.
M&L for earthing complete with galvanised steel earth plate electrode 60 x 60 cm x 6 mm thick buried directly in ground ( earth pit not less than 2.25 M deep below ground level) with top edge of the plate not less than 1.5 Meter below normal ground level connected to GI wire 4 mm dia by means of bolts, nuts , check nuts and washers of GI and GI tubing 20 mm bore light grade for earth lead protection up to main earth test point and including concrete pit in PCC (1:3:6) type C1 pre cast RCC (1:2:4) type B1 cover slab 54 x 54 x 5 cm with one handle for lifting made out of 8 mm dia MS bar, wire mesh, 20 mm bore GI tubing (LG) for watering, charcoal or coal and salt in alternate layers including excavation earth work complete all as specified and directed electrical plate No. 3 of SSR part - I
Supply, lay, test and commissioning under ground XLPE insulated and PVC sheathed, armoured heavy duty under ground cable, suitable for earthed system, laying in trenches/duct sleeving through pipe in duct, ISI marked with aluminium stranded conductor 1100 volt grade of cross section area 2 Core 16 sq mm.
Supply, lay, test and commissioning under ground XLPE insulated and PVC sheathed, armoured heavy duty under ground cable, suitable for earthed system, laying in trenches/duct sleeving through pipe in duct, ISI marked with aluminium stranded conductor 1100 volt grade of cross section area 2 Core 10 sq mm.
Supply & lay cable protection pipe of HDPE double wall corrugated (DWC) incl couplers,bends etc of size 50 mm OD and ID 38mm confirming to IS 14930 -II and ISI Marked all specified and directed.
S&F tube light grade galvanised with all fittings laid in trenches of following size.(a) 50 mm bore.
Material and Labour for cutting bituminous road at a width not more than 30cm and a depth not exceeding 60 cm for laying of pipes on road crossing for cable protection and making good with cement concrete 1:2:4, type, B-2 to match the existing surfaces of the road all as specified and as directed by Engineer in charge.
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