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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Lowest bidder and reasonable |
| 2 | L2₹1.1 Cr+₹1.8 L (1.62%)Rejected-Finance 05 AYODHYA NAGAR NEAR RAM MANDIR BEHIND HARIYA COLLEGE GOKUL NAGAR JAMNAGAR 361004 | JAMNAGAR | JAMNAGAR | GUJARAT | 361004 | ₹1.1 Cr+₹1.8 L (1.62%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹1.1 Cr+₹4.9 L (4.52%)Rejected-Finance | ₹1.1 Cr+₹4.9 L (4.52%) | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹1.3 Cr+₹20.3 L (18.6%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹1.3 Cr+₹20.3 L (18.6%) | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹1.3 Cr+₹20.7 L (18.9%)Rejected-Finance 434 4TH FLOOR CROSS ROAD OPP DKV COLLEGE JAMNAGAR GUJARAT 361 008 | JAMNAGAR | GUJARAT | 361008 | ₹1.3 Cr+₹20.7 L (18.9%) | L5 | Rejected-Finance Not lowest bidder |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
6 Mar 2024, 6:00 pmClosed
CWE AF JAMNAGAR
CWE AF JAMNAGAR AT AS STN Jamnagar No 1
PROVN OF HARD STANDING AT KHAMBHALIYA UNDER GE (AF) JAMNAGAR No 2
2024_MES_642322_1
81187/E8
Open Tender
Civil Works
Item Rate
180 days
Jamnagar(kHAMBHALIA)
Class B and category a (i)
7 documents required · 7 mandatory
₹1,000
GE (AF) No 2 Jamnagar
₹2.2 L
Yes
4 Apr 2024
14 Feb 2024
8 Mar 2024
14 Feb 2024
6 Mar 2024
28 Feb 2024
Amount
Surface excavation n.exc 30cm deep and averaging 12cm deep and getting out in any type of soil.
Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller etc complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil.
Excavating in trenches , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft and disintigrated rock, as directed by Engineer-incharge
M&L Maroom/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering, complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.in any type of soil complete all as specified and as directed.
Removing excavated in soil to a distance exc, 250m but n exc. 500m and depositing where directed at a leval not exc 1.50m above the starting point complete all as spd and directed by EIC.
Removing excavated soil to a distance not exc 50 mtr and depositing where directed at a level of n.exc 1.5 m above the starting point all complete all as directed.
Removing excavated rock to a distance exc 250 mtr but not exc 500 mtr and depositing where directed at a level of n.exc 1.5 m above the starting point all complete all as directed.
M & L Hardcore of brocken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface
M & L for Cement concrete in foundations, filling and mass concrete type D2 1: 4: 8 (40mm graded agregate) as sub base complete all as specified and directed
M&L for 75mm thick cement concrete 1:4:8 type D-2 (Using 40mm grade aggregate) as In sub base complete all as specified and as directed.
M&L for 100mm thick PCC 1:2:4,type B-1 (Using 20mm graded aggregates) as in flooring including all necessary formwork , finishing cement concrete surface even and fair without using extra cement casting in panels, complete all as specified and directed
M& L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’, thickness of slab 100mm, complete all as specified and directed.
M & L for Forming Contraction (Dummy) joints 35mm deep x 10mm wide, filled with sealing compound Grade 'A', complete all as specified and directed.
M & L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A', complete all as specified and directed.
M&L for Mild steel TMT CRS (Fe 500D) bars 10 mm dia, and over cut to length, bent to shpae required, including cranking, bending spirally for hooping for beam, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia.
M&L for Mild steel TMT CRS (Fe 500D) bars 5 mm dia, and over upto and incld 10mm dia in stirrups ,cut to length, bent to shpae required, including cranking, bending spirally for hooping for beam, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia.
M&L form work to sides of concrete foundation, footings,bases of column,raft and raft beems, sides of sofits of foundation of plinth beam, and similar work rough finished surfaces of curved concrete complete all as specified and directed.
M&L for RCC M-30 Design Mix (20mm graded aggregate) Nominal mix concrete as in foundation,beams,plinth beam,base for column etc basement slab and mass cincrete, complete all as specified and directed.
M&L for 10mm thick plastering in CM 1:4 on fair faces of concrete surfaces and finishing even and fair complete all as specified & directed.
M&L for preparing old steel Surfaces of any description, over 10cm in width or girth,not otherwise and applying two coats of synthatic enamal paint complete all as spd and as directed.
S&F Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as spd and directed.
M&L for taking down Chowkhats or frames ( without taking off shutters from the frame) exc 1.5 sqm.but n exc 4 sqm. each and refixing the same in prepared opening complete all as specified & directed.
Demolition of (portion to be dismantled) Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, rches, pillars, etc, including ashlar facings, dressed stonework and precast concrete articles complete all as specified & directed.
M&L for Pre-cast cement concrete 1:3:6 Type C1 using 20mm graded crushed stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified & directed.
Cutting channels, grooves or rebates n exc 15mm girth with diamond cutter , and trimming surface with or without reinforcement concrete complete all as specified & directed.
M & L for Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow in adequate no of coats, etc complete all as specified & directed.
M&L for PCC 1:2:4 type B1 as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, and the like including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and directed
M&L for PCC 1:3:6 type C2 using 40mm graded stone as in surface channel and drains, packing under and haunching to hume pipes etc all as specified and as directed.
M & L for providing precast cement concrete (1:3:6) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars complete all as specified and directed.
M&L for PCC 1:2:4 type B1 using 20 mm graded stone as in coping and like weathering slightly round or chamfered angles and throating as directed and including necessary use and wase of formwork complete all as specified & directed.
M&L for Extra for forming fair finished drains or channels 45cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends, etc all as specified & as directed by Engr-in-Charge. (inner girth only measured).
M&L for rendering 15 mm thick in CM (1:6) on concrete masonry wall surfaces, finishing even and smooth without using extra cement all as specified and as directed by engineer in charge.
M&L for laying 300mm bore reinforced cement concrete pipes, class NP2 laid and jointed complete with collers complete all as specified and directed
M&L Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested in cement concrete 1:3:6 type C-2 (using 20mm graded stone aggregate) 300mm dia pipe complete all as specified and directed.
KEVAL ENTERPRISE
S t modi
JAMNAGAR ELECTRIC AND MACHINERY CO
Dhanraj Construction Co
EVEREST BUILDERS
K K Construction Co
ALBA AC AND REF SERVICES
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