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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC 80 G T ROAD FEROZEPUR CANTT PB | L1 | Accepted-AOC Due to lowest bid | |
| 2 | L2₹46.0 L+₹2.5 L (5.72%)Rejected-Finance | L2 | Rejected-Finance Due to higher bid | |
| 3 | L3₹46.7 L+₹3.2 L (7.42%)Rejected-Finance | L3 | Rejected-Finance Due to higher bid | |
| 4 | L4₹47.0 L+₹3.5 L (7.97%)Rejected-Finance FAZILKA CANAL GROUND WATER DIVISION WATER RESOURCES PUNJAB FEROZEPUR | FAZILKA | PUNJAB | 152020 | L4 | Rejected-Finance Due to higher bid | |
| 5 | L5₹47.7 L+₹4.2 L (9.61%)Rejected-Finance BAZAR RAM SUKH DASS FEROZEPUR CITY 152002 PB | FIROZEPUR | PUNJAB | 152002 | L5 | Rejected-Finance Due to higher bid |
Tender Value
₹49.4 L
EMD Value
₹98,800
Closing Date
14 Nov 2024, 6:00 pmClosed
GE (WEST) FEROZEPUR CANTT
GE (WEST) FEROZEPUR CANTT
PROVN OF SEWAGE PIPELINE ALONG WITH MANHOLE AND OTHER CONNECTED ITEMS FROM AD TO SP 11 AND OTHER SANCTIONED WORKS UNDER GE (WEST) FEROZEPUR CANTT
2024_MES_661842_2
802024/GE-48/E8
Open Tender
Civil Works
Item Rate
180 days
FEROZEPUR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (WEST) FEROZEPUR CANTT
₹98,800
Yes
17 Dec 2024
1 Nov 2024
21 Nov 2024
1 Nov 2024
14 Nov 2024
8 Nov 2024
Amount
Excavating in trenches, not exceeding 1.5 meter wide & not exceeding 1.5 meter in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan & getting out in soft/loose soil complete all as specified and directed.
Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drain (not exceeding 1.5m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excaveted soil as directed, within a lead of 50m, complete all as specified and directed.
Excavation in trenches not exceeding 1.5 meter wide and exceeding 1.5 meter but not exceeding 3 meter depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out soft/loose soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5 meter wide and exceeding 3 meter but not exceeding 4.5 meter depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming soft/loose soil in layers not exceeding 25 cm thickness complete all as specified and directed.
Removing excavated soil not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 150 mm bore pipe complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 250 mm bore pipe complete all as specified and directed.
M&L 150 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L 200 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L 250 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4, type B1 smooth finished and reforming branching as required for 150 mm dia pipes complete all as specified and directed.
M&L 15 mm thick rendering in cement mortar 1:4 inside and outside wall of manhole of brick work/ concrete surface as per manufactures instructions complete all as specified and direcetd. Notes: (i) WPC shall be measured and paid for separately as 'Supply only'. (ii) WPC to be mixed @200ml per 50 Kg bag of cement or as per manufacturers instruction.
Supply only integral Liquid water proofing compound.
M&L 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 cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) in surface channels and drains complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. as in manhole pipe line portion only complete all as specified and directed.
M&L cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed.
M&L brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 meter mean radius complete all as specified and directed.
M&L RCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in precast cover slab, shelves and similar articles and setting in mortar complete with joints to match complete all as specified and directed.
S&F mild steel bars 10mm dia and over, cut to length, bent to shape as 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.
Dismantling stone slabs and tiles of any description or thickness in floors, aprons laid bedded, dry and pointed etc. complete all as specified and directed.
M&L sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thick M-35 with grey cement and no pigment complete all as specified and directed. Note : Sand cushioning shall be measured and paid for separately.
All as per ser item No. 25 here-in-before but using old interlocking tiles retrieved from ser item No. 23 here-in-before.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed.
M&L 75 mm thick, cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base of floor topping, complete all as specified and directed.
M&L cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in floor topping, 100 mm thick, surface finished even and smooth without using extra cement complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and average 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Excavation in post holes (or similar holes) each not exceeding 0.5 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layer not exceeding 25cm hard and dense soil complete all as specified and directed.
M&L cement concrete 1:3:6, type C-2, (using 40 mm graded stone aggregate) in foundation filling and mass concrete for post holes etc. complete all as specified and directed.
M&L hardcore of broken bricks of gauge not exceeding 63mm, deposited spread and leveled in layers not exceeding 15cm thick watered and rammed to a true surface, complete all as specified and directed.
S&F steel work in tubular truss including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS 11614-1979 Grade ST-240 complete all as specified and directed.
S&F roof trusses (framed), trussed, purlins, crame gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections), including distance pieces, cleats etc. complete all as specified and directed.
S&F pre-painted galvalume Aluminum Zink coating GI based corrugated steel sheet 0.50 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.
S&F pre-painted galvalume Aluminium Zinc coating GI based plain steel sheet 0.50mm thick in ridges of an colour having tesile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
M&L 15mm thick rendering in cement mortar 1:4 on any face of brick walls or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L preparation of new plastered surfaces and applying two coats of cement based paint over a coat of chalk white primer complete all as specified and directed.
M&L Glazed ceramic coloured (colour & shade as approved) tiles non skid of size 400mm X 400mm and 7mm thick as in floor set and jointed in neat cement slurry over and including 15mm thick screed in cement mortar 1:6 complete all as specified and directed.
M&L Glazed ceramic coloured (colour & shade as approved) tiles of size 300mm X 200mm and 7mm thick on vertical surface set and jointed in neat cement slurry over and including 10mm thick rendering in cement mortar 1:4 and pointed in white cement with pigment to match the colour of tile complete all as specified and directed.
M&L 50mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub floors, sub bases,floors and paving etc. complete all as specified and directed.
M&L hardcore of broken bricks gauge not exceeding 63mm, deposited, spread & levelled in layers not exceeding 15 cm thick, watered & rammed to a true surface complete all as specified and directed.
M&L PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in coping, apex stones, bed plates and the like including weathering slightly rounded or chamfered angles and throating including use and waste of formwork complete all as specified and directed.
M&L two coats of synthetic enamel paint to the new steel surfaces over a coat red oxide primer over 10 cm in width or girth not otherwise described complete all as specified and directed.
M&L Sub main wiring with 4 Sqmm (Nominal area) with two runs (Red for phase and Black for neutral) of single core, PVC insulated, multistranded, unsheathed, FRLS copper conductor cables 1100 Volts grade drawn through PVC conduits/casing-caping and fixed with PVC sadles and cadmium plated steel screws to the surfaces of the wall/ceiling etc including 4 Sqmm (nominal area) single core, PVC insulated, multistranded, unsheathed, copper conductor green in colour as earth wire and duly connected to earth point complete as specified and directed. Notes: 1. Two runs of single core cable with one run of earth continuty conductor including PVC conduit and accessories shall be measured and paid as one unit. 2. The rate quotes against this item is deemed to be inclusive of making good the distrubed sufaces to match with the existing surfaces.
S&F single pole and neutral encosure with a two pin and earth plug socket complete with one single pole MCB of 20 Amps capacity complete all as specified and directed.
M&L GI Tubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceiling or laid in floor of 15 mm bore dia with clamps & bolts as required complete alll as specified and directed.
S&F 15mm dia Stop valve, cast copper alloy fancy type, chromium plated screwed down, high pressure with crutch or buterfiy handle screwed both side for iron pipe compiete all as specifie and directed.
S&F PVC connection 15 mm size with brass nuts of length 450 mm for Hot/ Cold water supply complete all as specified and directed.
S&F 15mm dia Bib tap cast copper alloy with crutch or butterfly handle, fancy type chromium plated, screwed down, screwed for iron pipe or for brass ferrule and fixed for connection of hot water supply complete all as specified and directed.
M&L cutting existing steel tubing for alteration or additions (each cut measured) and make the connection for gaysers by insertion of tee, band etc. for 15 mm bore pipe complete all as specified and directed Note : Cost of fitting/fixtures and accessories for making connection shall deemed included in quoted rate.
Fixing only energy efficient (BEE 5 Star rated) electric water heater vertical storage type of 25 litre capacity, single phase with working Voltage 240 Volts, 50 Hz complete all as specified and directed. Notes : 1. The cost of fixing of geysers including stud/ nuts/fastners, bolts, washers and making good the disturbed surfaces to match with the existing surface shall deemed included in quoted rate. 2. Electric water heater shall be issued by department under Sch 'B' items to contractor for fixing only.
M/S Yashpaul Gulati (BID ID -3164354)
B.L. Chaudhri and Co. (BID ID -3164717)
M/s Syal Construction Co. (BID ID -3165216)
RAKESH KUMAR SATISH KUMAR (BID ID -3164572)
manoj and company (BID ID -3165101)
KAMALJIT SINGH CONTRACTOR (BID ID -3164968)
Kissan contractor and engg works (BID ID -3164736)
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