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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-AOC KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹48.1 L+₹1.7 L (3.78%)Rejected-AOC PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹48.8 L+₹2.5 L (5.33%)Rejected-AOC 0 HISAR HISAR HARYANA 125004 UDYAM HR 06 0052049 | HISAR | HARYANA | 125004 | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹48.9 L+₹2.6 L (5.61%)Rejected-AOC PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L4 | Rejected-AOC REJECTED | |
| 5 | L5₹50.3 L+₹4.0 L (8.56%)Rejected-AOC 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | L5 | Rejected-AOC REJECTED |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
3 Jan 2023, 9:00 amClosed
GE I CG PORBANDAR
Military Engineer Services, GE I CG Porbandar, DHQ No. 1, Opp. Birla Cement Factory, Porbandar-360575
PROVN OF CHAIN LINK FENCING AND AREA DRAINAGE AROUND STP AND PROVN OF PARKING SHED AND EXTENSION OF EXISTING SHED FOR MT GARAGES AND CERTAIN B/R WORKS AT OTM COMPLEX ICGS VERAVAL UNDER GE I CG PORBANDAR
2022_MES_569189_1
8821
Open Tender
Civil Works
Item Rate
180 days
VERAVAL
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE I CG PORBANDAR
₹96,000
Yes
13 May 2023
14 Dec 2022
4 Jan 2023
14 Dec 2022
3 Jan 2023
28 Dec 2022
Amount
SCHEDULE 'A'
Excavation in post holes (or similar holes) each not exceeding 0.5 cum and getting out in soft/loose soil returnig filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete.
Excavation in trenches n.exc. 1.5m wide and n.exc.1.5 m deep and getting out in any type of soil complete all as specified.
Returning and filling in soil incl levelling, watering and well ramming in layers n.exc.25cm in fdn trenches complete all as specified and as directed.
Removing excavated soil exc. 250 m & not exc 500 mtreand depositing where directed at a level n.exc.1.5m above from the stabling point complete all as specified and as directed.
M & L for PCC 1:4:8 type D2(using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.
M&L for PCC.1:3:6 type B2 using 20 mm stone aggregate as in drain or surface channel bed etc complete all as specified and as directed.
S&F for Mild steel hand rails, half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. Wind ties for roof including securing bolts,posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified.
Supply and fixing for mild steel bolts with hexagonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 10 cm long n.exc 15 cm long dia metre of neck and n exc 5 cm long complete all as directed.
S&F for 4mm dia galvanised steel wire, mesh of size150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling etc complete all as specified.
M&L for preparation new steel surfaces of any description n.exc 10cm width or girth when unconnected with other painting or when painted in a different tint, and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete.
M&L for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of zinc chrome primer, complete all as specified and as directed.
M&L for round bars 10mm dia as in line wire for fixing in chain link fencing complete all as specified and directed by Engr-in-Charge.
M & L for Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete 1:3:6 type C1 (using 20 mm graded aggregate ) exceeding 10 CM in widhth and setting cement mortar 1:4 complete all as specified and as directed.
Extra for Forming fair finished drain or channel 80 cm inner girth in cement concrete using extra cement including forms, moulds, mi-tred/stopped ends etc complete all as specified and as directed.
M&L for Rendering 10 mm thick in CM 1:4 for finishing the surface even and smooth w/o using extra cement complete all as specified and as directed
M&L for LDPE pipes 50 mm dia as in weep holes. complete all as specified and as directed
M&L for cement concrete 1:2:4 type B1 using 20 mm stone aggregates as in Coping complete complete all as directed.
M&L for Precast cement concrete in 1:2:4 type B1 as in cover slabs ( for manholes etc) set in CM 1:4 and similar articles complete all as specified.
M & L for 450mm bore RCC pipes class NP2 laid and jointed complete with collars, complete all as specified and as directed.
M&L for TMT bars 10mm dia and over cut to length, bent to shape required including cranking and bending spirally for hopping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia) or securing with clips complete all as directed.
S&F rolled mild steel for roof trusses (framed), trussed, purlins, crane gantries, rails, and fastenings and heavy brackets framing (Beam, tee, angle, channel or flat sections) including distance peices etc confirming to Fe-410-W (Gde-E-250) quality B complete all as specified.
S&F prepainted galvalume aluminium zinc 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 as specified and directed.
Excavation over areas , n exc 1.5 m deep and getting out in soft/loose soil etc complete all as specified.
M&L for Hardcore of gauge exc 63mm but n.exc100 mm deposited spread and leveled in layers n.exc 15cm thick watered an reamed to a true surface with broken stone or boulders, complete all as specified and directed.
M&L for 100 mm thick Plain Cement concrete 1:4:8, type D-2 (using 40mm graded aggregate) as in sub base of floors complete all as specified
M&L for 75 mm thick Plain Cement concrete 1:3:6, type C-2 (using 40mm graded aggregate) as in sub base of floors all as specified
M&L for laying machine pressed precast conctete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade, including interstices filling with fine sand etc., complete all as specified and directed by Engr-in-Charge at site complete all as specified and as directed.
M&L for 25 mm thick sand layer for laying interlocking paver blocks all as specified and directed by Engr-in-Charge at site complete all as specified and as directed.
M&L for cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregate as in coping, moulded or chamferred edges and like complete all as directed.
M/S. P.M GODHANIYA
RAJ ENTERPRISE
K K Construction Co
shree chamunda enterprise
K B N TRADERS
BABUBHAI BHIMABHAI PANDAVADRA
SHREEJI ENTERPRISE
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