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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC D 47 MANORATH SOCIETY NEAR AMAR COMPLEX SAMA ROAD VADODARA 390024 | VADODARA | GUJARAT | 390024 | L1 | Accepted-AOC VALID AND ADMITTED | |
| 2 | L2₹11.7 L+₹30,285 (2.65%)Rejected-AOC 0 BADRI ELECTRICALS NEAR SHRIGOR FALI NEAR ANADABAWA CHAKLO JAMNAGAR GUJARAT 361001 UDYAM GJ 10 0001822 | JAMNAGAR | GUJARAT | 361001 | L2 | Rejected-AOC VALID AND ADMITTED | |
| 3 | L3₹13.0 L+₹1.6 L (13.8%)Rejected-AOC ARIHANT 15 A GOKUL SOCIETY SINDHWAL MATA ROAD PRATAPNAGAR VADODARA 390 004 | VADODARA | GUJARAT | 390004 | L3 | Rejected-AOC VALID AND ADMITTED | |
| 4 | L4₹13.5 L+₹2.0 L (17.7%)Rejected-AOC 13 THAKKAR PLOT DEEPAK KUNJ PORBANDAR 360575 | PORBANDAR | GUJARAT | 360575 | L4 | Rejected-AOC VALID AND ADMITTED |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
9 Mar 2020, 6:00 pmClosed
GE Army Baroda
Opp Akashwani, Makarpura road PO-ONGC Baroda-390009
As per BOQ
2020_MES_327297_1
8502
Open Tender
Civil Works
Item Rate
180 days
GE Army Baroda
As per tender documents
5 documents required · 5 mandatory
₹500
Yes
GE Army Baroda
₹27,000
Yes
16 Mar 2020
21 Feb 2020
11 Mar 2020
21 Feb 2020
9 Mar 2020
25 Feb 2020
22 Feb 2020 - 24 Feb 2020
Amount
Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15 cm thickness (below or above ground level)
Demolition of cement concrete(reinforced) of any description and in any position not otherwise specifically provided for drain
Demolition brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars, etc,
M&L cement concrete type D2 1:4:8(using 40mm graded stone aggregate) in foundations, filling and mass concrete.
M & L for reinforcement cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses etc., complete as directed.
S & F in repairs precast reinforced cement concrete drain covers, factory made in cement concrete 1:2:4 type B1 using 20mm graded stone aggregate with and including reinforcement of 8mm dia TMT bars at 150mm C/C both ways and handles 2 Nos each cover made of 12 mm dia MS round bar, set in cement mortar 1:6 complete, thickness and sizes of covers shall be as directed by Engineer-in-Charge.
M & L for cement concrete 1:3:6 mix, type C1(using 20mm graded stone aggregate) as in coping etc. complete as directed.
M&L for TMT bars 8 mm dia, 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
Used & waste form work to sides ofWalls, retaining walls, basement walls, ballast walls and the like; of rough finished surface of concrete complete all as specified and as directed.
Brickwork with sub class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and as directed.
M&L for Rendering 15 mm thick on fair faces of brick work or concrete surfaces of wall in cement mortar 1:6 for finished even and fair (without using extra cement) complete all as specified and as directed.
M & L for preparation of new plastered surfaces and and applying three coats of white wash matching to existing of wall surface.
M&L cement concrete in surface channels and drains type D2 1:4:8(using 40 mm graded stone aggregate) complete all as specified and as directed.
Extra for forming fair finished drain or channel 40cm inner girth in cement concrete, using exrtra cement, incl forms, moulds etc
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using exrtra cement, incl forms, moulds etc
M&L Reinforced concrete pipes 450mm dia, class NP3, laid & jointed complete with collars complete all as specified and as directed.
M&L cement Concrete type C-2, 1:3:6 (using 20mm graded aggregate) bed to drain pipes including packing under, & completely surrounding pipes with concrete after they are laid & tested complete all as specified and as directed.
Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25 cm thick with useful soil.
Removing excavated material in soil not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point.
M/S Badri Electicals
Dagli Engineers
OM Engineering
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