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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹31.2 L+₹42,232.61 (1.37%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹36.2 L+₹5.4 L (17.7%)Rejected-Finance LEKSHMI NIVAS TELANG ROAD NANDANGADDA KARWAR 581 304 | KARWAR | UTTARA KANNADA | KARNATAKA | 581304 | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L4₹37.4 L+₹6.6 L (21.5%)Rejected-Finance | L4 | Rejected-Finance NOT BEING L1 | |
| 5 | L5₹41.0 L+₹10.3 L (33.3%)Rejected-Finance | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹37.9 L
EMD Value
₹75,800
Closing Date
30 Jan 2024, 6:00 pmClosed
GE (SB) KARWAR
GE (SB) KARWAR
PROVISION OF LOADING UNLOADING BAY AT BVY (KARWAR) UNDER GE(SB) KARWAR.
2023_MES_635078_1
8168/E8
Open Tender
Civil Works
Item Rate
120 days
GE(SB) KARWAR
AS PER NIT
7 documents required · 7 mandatory
₹500
GE (SB) KARWAR
₹75,800
Yes
1 Mar 2024
1 Jan 2024
1 Feb 2024
1 Jan 2024
30 Jan 2024
17 Jan 2024
1 Jan 2024 - 15 Jan 2024
Amount
Excavation over areas not exceeding 1.5m depth for foundation etc and getting out in hard/dense soil complete all as specified and directed.
Excavation over areas exceeding 1.5m depth and not.exceeding 3.0m depth for foundation etc and getting out in hard/dense soil all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for laying/taking out cable and getting out in soft/loose soil all as specified and directed.
Material and labour for hardcore of broken stone or boulders of gauge not exceeding 63mm and deposited spread and levelled in layers not exceeding 15cm thick watered and rammed to a true surface complete all as specified and directed
Material and labour for PCC M-15, (1:2:4), type-B2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
Material and labour for PCC (1:4:8), type-D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
Material and labour for RCC design mix M-30 (using 20 mm graded aggregate) 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 directed.
Material and labour 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 complete all as specified & directed.
Material and labour for mild steel TMT bars 5 to 10mm dia and over cut to length, bent to shape required, including cranking, bending, spirally for hooping in spacers , stirrups all as specified & directed.
Form work to sides of concrete foundation, footings, plinth beams etc rough finished surfaces all as specified and directed.
Material and labour for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde- E- 250) quality-A, complete all as speicified and directed.
Supply and fix Joist, channel, angle, or tee sections in vertical posts, fixed independently, with / without connecting plates, & column bracings etc. conforming to Fe-410-w or E-250 quality A complete all as specified and directed.
Supply and fix rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides fixed with angle cleats or other connecting plates conforming to Fe-410-w or E-250 quality A complete all as specified and directed.
Supply and fix wind ties for roof including securing bolts, and similar work conforming to Fe-290 gde E-165 complete all as specified and directed.
Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer including preparation of new steel surfaces of any description exceeding 10cm in width or girth complete all as specified and directed.
Material and labour for pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.5 mm thick of an 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.
Material and labour for pre-painted galvalume aluminium zinc coated GI based plain steel sheet 0.5 mm thick of an colour having tensile strength of 550 Mpa as in ridge, roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed.
Removing excavated material not exceeding 50 m and deposited where directed at a level not exceeding 1.5 m above the base as in soil complete all as specified and directed.
Supply and fix 160mm dia PVC (SWR) pipes in eaves gutters, single socketed in any length with rubber rings joints and fixed to sheets as rain water pipes with necessay clamps or laid in trenches or in floors complete all as specified and directed.
Supply and fix 160 mm dia PVC (SWR) pipes fixed to walls in any length and in any position(with clamps in wall)
Supply and fix PVC (SWR) bends 160 mm dia complete all as specified and directed.
Material and labour for Pre-cast cement concrete blocks (1:2:4), type B1 masonary with solid blocks, exceeding. 10cm in width and setting in CM(1:6) complete all as specified and directed.
Material and labour for rendering 15 mm thick in Cement Mortor (1:4) on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement and mixed with waterproofing compound @3% by weight of cement all as specified and directed.
Material and labour for preparation of new plastered surfaces of walls of any description and applying two coat of cement base paint etc complete all as specified and directed.
Material and labour for 75mm thick PCC (1:3:6) type-C2 using 20 mm graded stone aggregate as in hardstanding/plinth protection and finishing the concrete surface even and smooth without using extra cement complete all as specified and directed.
Supply & Laying including jointing, testing and commissioning of 3.5 core 70 Sqmm XLPE insulated, armoured, heavy duty, LT UG electric cable with aluminum conductor 1100 volt grade including provision of lugs, glands etc laid in trenches or fixed on wall/pole or drawn through GI pipe complete all as specified and directed by Engineer-in-charge. Note - (i) Excavation & earth work, sand cushioning and PCC cover for cable protection will be measured & paid for seperately
Supply and laying un-reinforced pre-cast concrete cable cover, class LV, type 1, flat, size 250mm x 150mm x 40mm in replacement of existing burnt bricks complete all as directed.
Supply and spread dry river sand in trenches for cable cushioning all as specified in clause 19.75 of SSR Part-I. Note:- Punned thickness of sand only will be measured & paid
Supply and lay GI tubing, 'light grade' of size 80 mm ,with all fittings as in cable protection, laid in trenches complete all as specified and directed by Engineer-in-charge.
Material and labour for Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing tes point all as specified or indicated including testing on completion
Material and labour for wiring for circuit/submain wiring with PVC insulated sheathed copper conductor FRLS multi stranded, single core 1100V grade 2x1.50 sqmm complete drawn in and includindg medium grade rigid non-metallic PVC conduit and its accessories along with 1x 1.50 sqmm PVC insulated sheathed copper conductor multi sranded single core copper cable for continuous earth wire and duly connected to common earth all as specified and directed Engr in Charge.
Supply and fixing LED High bay light 120 watt 230 V AC with pressure die-cast housing ,integrated PC optics and 150 lm/w efficienc. 4kV in-built and 10 kV external surge protection, equipped with IP66 protection,complete all as specified and directed by engineer in charge.
Supply and fix switch piano 5 Amps one way flush type, ISI marked, all as specified and directed.
Supply and fix MCB TPN metal enclosure 4 module suitable for MCB TPN fixed on wall / poll or any other surfaces complete all as specified and directed.
Supply and fixing 415 V 10 KA 'C' curve MCB of TPN 40 to 63 Amp current carrying capacity in the DB complete with connection testing and commisioning.
M&L for wiring for circuit/submain wiring with PVC insulated sheathed copper conductor FRLS multi stranded, single core 1100V grade 4x10 sqmm complete drawn in and includindg medium grade rigid non-metallic PVC conduit and its accessories along with 2x10 sqmm PVC insulated sheathed copper conductor multi sranded single core copper cable for continuous earth wire and duly connected to common earth all as specified and directed Engr in Charge.
Supply & Fix MCCB of rating 125 A 415V,16KA breaking capacity, 4 Pole complete all as specified and directed.
Supply and fixing MCB SP single pole 'C' series 6 to 32 Amps 230 volts 10 KA rupturing capacity complete all as specified and directed.
Supply & Fix VTPN MCCB 125A DB double door ,4 way, IP 43 protection, with insulated busbar assembly suitable for MCCB''s upto 125A complete all as specified.
AKSAISHA ENGINEERING
LEKSHMI ENGINEERS
K.G.SHANKER
KVL CONSTRUCTION
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