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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | ₹1.3 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.0 Cr+₹66.3 L (50.1%)Rejected-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | ₹2.0 Cr+₹66.3 L (50.1%) | L2 | Rejected-Finance NOT Being L1 |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
10 May 2021, 6:00 pmClosed
CE CG GOA
HQ CE CG GOA 403806
PROVISION OF PROTECTIVE WORK FOR DAMAGED EMBANKMENT DUE TO CYCLONE VAYU AT CG JETTY PORBANDAR
2021_MES_429943_1
81004/E8
Open Tender
Civil Works
Item Rate
300 days
PORBANDAR
As per tender document
8 documents required · 8 mandatory
₹1,000
GE (I) (CG) PORBANDAR
₹1.9 L
Yes
17 Aug 2021
11 Mar 2021
14 May 2021
11 Mar 2021
10 May 2021
26 Apr 2021
Amount
NOTE: The rate quoted shall includes for desk studies for design of stone embankment of jetty through central water and power research station Pune and execution of stone embankment work as per the design parameters recommended by the agency and approved by CE(CG)Goa. The brief scope of work is as under: a) Length of damaged embankment 230m b) Height of embankment 20m c) Type of stones used are Class 'C' stones upto 500kg and Class 'B' stones 500kg and above.
Demolition of cement concrete on roofs, floors(other than ground floors), beams staircases, landing, chajjas, platform, shelves and similar suspended work (reinforcement cut as required to facilitate demolition)
Demolition cement concrete (unreinforced) concrete in ground floors and pavings n exc 15cm thickness(below or above ground level)
Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar.
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil
Dismantling fencing wire mesh, any type and any size.
Supplying and laying rubble stone weighing exc 10Kg but not exc 100 Kg (class 'C') in the section of break water or such other structure as per drawing or as directed including quarrying, blasting, loading at quarry site, transporting, unloading at work site and arranging in layers with the help of crane of required capacity etc. complete with all labour, machinery, royalty, quarry lease charges etc.
Supplying and laying rubble stone weighing exc 100Kg but not exc 200 Kg (class 'C') in the section of break water or such other structure as per drawing or as directed including quarrying, blasting, loading at quarry site, transporting, unloading at work site and arranging in layers with the help of crane of required capacity etc. complete with all labour, machinery, royalty, quarry lease charges etc.
Supplying and laying rubble stone weighing exc 200Kg but not exc 500 Kg (class 'C') in the section of break water or such other structure as per drawing or as directed including quarrying, blasting, loading at quarry site, transporting, unloading at work site and arranging in layers with the help of crane of required capacity etc. complete with all labour, machinery, royalty, quarry lease charges etc.
Supplying and laying rubble stone (class 'B') in the section of break water or such other structure as per drawing or as directed including quarrying, blasting, loading at quarry site, transporting, unloading at work site and arranging in layers with the help of crane of required capacity etc. complete with all labour, machinery, royalty, quarry lease charges etc.
S&F PVC coated GI Chainlink fencing panel jali with 4mm dia GI wire, size 75x75 mm size of aperture, fitted along all side angle and flat iron and fixing with the main vertical steel/RCC post of fencing including all cutting, welding, drilling, nuts, bolts, washers etc complete (fencing post steel/RCC post, MS flat and foundation concrete, excavation, painting etc to be paid for separately).
S&F mild steel work as in posts/struts & flat iron in fencing including cutting, tops to shape as directed, drilling holes notching for wire etc. complete conforming to Fe-290 Grade E-165 complete all as specified
M&L preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of epoxy paint over a coat of red oxide primer complete all as specified
Supply and stacking of moorum red bajri filling in floors or pavings, laid in layers n exc. 15cm thick spread, levelled, rammed and watering including coveyance and filling measuring boxes and spreading moorum for filling the gaps in metal and levelling to camber and gradient etc. complete all as specified.
M&L for 100mm thick broken stone or boulders hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface all as specified
M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and directed
M&L for 25mm thick sand filling under floors or in foundation including watering and consolidation
M&L machine pressed precast concrete interlocking paving block of any colour any shape and size confirming to IS 15658-2006 for rubber moulded 80mm thickness, M-40 grade with grey cement and pigment complete all as specified and directed
Excavation in trenches, not exceeding 1.5m wide and n. exc. 1.5m depth for foundation, etc. and getting out in any type of soil
Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter in rough finished surfaces of concrete complete all as specified and directed
M&L RCC M-30 using 20mm graded aggregate as in foundation, including rafts, footings, beams, plinth beams,bases for columns, etc. basement slabs, under reamed piles and mass concrete, complete all as specified and directed
Use and waste of Formwork to faces of walls, Retaning Walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses etc. vertical or to batter etc complete all aspecified and directed
M&L RCC M-30 using 20mm graded aggregate as in walls, retaining walls, basement walls and the like any thickness above top footings including attached pilasters and buttresses etc. complete all as specified and directed
M&L 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.
M&L Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified
Removing excavated material n.exc 50m and depositing where directed at a level n exc. 1.5m above starting point complete all as specified
M&L rendering 10mm thick on fair faces brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified
M&L for preparation of newly plastered surfaces and applying two coats cement base paint over a coat of primer, complete all as specified as as directed
Supply and laying 300mm dia reinforced concrete pipes, class NP-2 with one collar per length of pipe all as specified and directed
M&L for cement concrete 1:3:6 type C-2 concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for RCC pipes of 300mm dia.
S&F 110mm dia PVC(SWR) pipes single socketed, in any length with rubber rings joints laid in trenches or in floors as a weep hole in RCC wall etc all as specified.
M&L for designing, supply, erecting, installing. Commissioning and testing 16 Mtr high mast System suitable for 09 lantern lighting Symmetrically fitted along with their control gear and having two point suspension system with Mast shaft in two sections, hot dip galvanized (Inside & outside), continuously tapered of polygonal cross section suitable for maximum wind speed of 180 Km/Hr as per IS:875 Part-3 with and including head frame with 6 Nos, of 1x200 Watts LED flood light fittings, electric operated Integral power lifting tool 415V,50HZ, 1.5 HP galvanized iron mast latern carriage and motorized raising and lowering mechanism electrical system ring with trailing stainless steel wire rope AISI 316,6mm dia 7/19 construction and double drum winch with luminaire mounting arm, pulley assembly, trailing cable, control panel with timer switch (outdoor Feeder pillar box). electrical cable connection, Lightning finial, twin LED type aviation obstruction light, lightning arrester spike, earthing point tool installed inside the base compartment for ts operation including all necessary excavation and erecting high mast with the help of suitable tools and plants and fixing in truly vertical position, wiring of luminaires with 1.5 sqmm PVC insulated and PVC sheathed flexible copper conductor cable including copper cable lugs and MCB with and including the following: a)S&F front opening. double door, outdoor type feeder pillar box minimum sıze 80cmX 60cmX 45cm made out of Polycarbonate sheet suitable for 415 Volts 3 Phase 4wire having 150Amp copper bus bar with locking arrangement icl internal wiring with PVC insulated copper conductor cable grouted in PCC foundation consisting, of 32 Amps TPN MCB- 01NO. and time switch with contactor of suitable capacity and push button for upward and downward movement complete-01 No. b) M&L for wiring of luminaries from feeder pillar box with all wiring materials including copper cable lugs and MCB complete. c)M&L for twin LED type aviation obstruction light single dome:-01 No. d)M&L for lightning arrester with 02 earthing GI strip of size 25x3mm upto proposed earth pit complete:- 01 No. e)S&F 200 Watt LED flood light luminaries fixed and connected to electrical system on 16m high mast incl all lighting fixtures with glass coating on aluminum reflector (Al Glass) complete all as specified and as directed- 06 Nos. Make : Philips, Wipro, GE,Surya, Orient,Osram,Bajaj,Crompton Greaves.
Supply, laying and testing cable XLPE Insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sqmm 4 core
Supply and lay 50/38mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall Confirming to IS14930 (Part-Il) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall,poles or laid under floor all as spd and as directed by Engr-In-Charge.Make-REX/POLY/Gemini
M&L Earthing complete with galvanised steel pipe electrode, 40 mm bore, medium grade, 2.5 metres length, buried vertically in ground below ground level connected with earthing lead of 4mm dia galvanized iron or steel wire all as shown in Plate No. 2 to the earthing test point all as specified and indicated including testing on completion as specified and directed Note: cost of earth wire and Gl pipe for protection of earth strip deemed to be included in unit rate up to 7.5 meter.
Dismantling steel poles/ struts, any size.
Laying and arrangement of existing disturbed rubble stone (Class 'B' Stones )in the section of break water or such other structure as per site requirement and as directed including re-arranging in layer wise with the help of crane of required capacity etc including labour, machinery , charges , etc all as specified and directed by engineer -in - charge .
Laying and arrangement of existing disturbed rubble stone exc 10Kg but not exc 100Kg (Class 'C' Stones )in the section of break water or such other structure as per site requirement and as directed including re-arranging in layer wise with the help of crane of required capacity etc including labour, machinery , charges , etc all as specified and directed by engineer -in - charge .
Laying and arrangement of existing disturbed rubble stone exc 100Kg but not exc 200Kg (Class 'C' Stones )in the section of break water or such other structure as per site requirement and as directed including re-arranging in layer wise with the help of crane of required capacity etc including labour, machinery , charges , etc all as specified and directed by engineer -in - charge .
Laying and arrangement of existing disturbed rubble stone exc 200Kg but not exc 500Kg (Class 'C' Stones )in the section of break water or such other structure as per site requirement and as directed including re-arranging in layer wise with the help of crane of required capacity etc including labour, machinery , charges , etc all as specified and directed by engineer -in - charge .
Taking down of LT cable of size 10Sqmm 2 Core all as spd and directed by engineer incharge
M/S Unicon Engineering co
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