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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹7.5 L+₹26,345 (3.63%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹7.6 L+₹34,635 (4.77%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹8.0 L+₹71,407.50 (9.83%)Rejected-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance L4 Bidder | |
| 5 | L5₹8.4 L+₹1.1 L (15.1%)Rejected-Finance | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
21 Jan 2020, 6:00 pmClosed
LT COL VARUN KUMAR
GE PROJECT NORTH PORT BLAIR
PROVN OF WEATHER PROTECTION COVERED SHED WITH GRILL GATE LOCKING ARRANGEMENT FOR DG SETS AT ICGS HUT BAY
2019_MES_277716_3
8985E8
Open Tender
Civil Works
Item Rate
180 days
HUT BAY
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE PROJECT NORTH
₹16,000
Yes
15 Feb 2020
31 Dec 2019
23 Jan 2020
31 Dec 2019
21 Jan 2020
2 Jan 2020
31 Dec 2019 - 2 Jan 2020
Amount
Excavating in trenches not exc 1.5 m wide for foundation exc 10 sqm on plan and not exc 1.5M in depth and getting out in soft/loose soil complete all as specified.
Excavating in pot holes (or small holes) each not exc 0.5 cum getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding good surface complete all as specified.
Site clearance in soft/loose soil complete all as specified and directed
M & L surface dressing not exceeding 15 cm deep in soft/loose soil
Returning, filling in including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified.
Removing excavated soil n exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified.
M & L Hardcore (Broken stone) of gauge exc 63 mm but n exc 100 mm, deposited, spread and leveled in layers not exc 15 cm thick, watering and rolled/rammed to a true surface complete all as specified.
M & L Pre cast cement concrete block masonry (Type C1 1 : 3 : 6 using 20 mm graded aggregate) with solid blocks exec 10 cm in width and setting in cement mortar in 1:6 complete all as specified
M & L cement concrete in foundations, filling and mass concrete Type D2 1 : 4 : 8 (40 mm graded aggregate) complete all a specified
M & L cement concrete in foundations as mass filling for fixing MS Tubular truss post, Type D2 1 : 3 : 6 (40 mm graded aggregate) complete all a specified
M & L for Plain cement concrete Type B1 1 : 2 : 4 (using 20 mm graded granite stone aggregate) as in mass filling for fixing of MS Tubular vertical frame in floor or bed block all as specified and as directed.
Spreading and leveling in layers not exceeding 25 cm thick and well ramming including watering as required.
S & F MS Tubular works as in purlin,wall cladding or other location with rail braces etc complete drill for fixes of weld etc complete, like confirming to IS 1161-1979 graded St-240 with one shop coat of Zinc chrome primer paint all as specified and directed.
S & F Rolled Mild Steel section confirming to Fe 410 - W (GdeE250) quality-A as in steel door, gate, framed of angle or other section with gusset plates, rails braces, etc complete drilled for fixing of steel sheeting or other covering and hanging and fixing complete.
S & F steel work in tubular trusses and tubular posts including special shaped washers etc complete using but welded tubes confirming to IS 1161 - 1979 graded St 240 with one shop coat of zinc chromate primer paint.
Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding fixed with self tapping screws as specified.
Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in gate covering/weather boarding/ridge fixed with self tapping screws as specified.
M & L for 15mm thick rendering in CM 1 : 6 on fair faces of block work or concrete surfaces and to be finished even and smooth without using extra cement complete all as specified.
Preparing surface of newly plastered wall surface and apply two coats of white wash complete all as specified.
M & L for 75 mm PCC 1 : 3 : 6 , type C2 using 40 mm graded stone aggregate, laid in bays of max 3 M bays, Joints filled with bitumen mastic grade 'A' all as specified and as directed. Top of PCC shall be finished even and smooth with using extra cement.
M & L for 75 mm thick Plain Cement Concrete in Sub- base, Type D2, 1 : 4 : 8 (40 mm graded aggregate ) complete all as specified.
M & L for 40 mm thick plain cement concrete Type B-1 , 1 : 2 : 4 , laid in bays with 38 mm glass dividing strip and surface to be finished even and smooth without using extra cement complete all as specified.
Supply only PVC coated GI chain link mesh of size 50 x 50 mm, 3.6 mm dia GI wire with 1 mm thick PVC coating, weight exc 3.3 Kg / Sqm, complete all as specified. Note : GI wire shall only be measured and paid.
Fixing only chain link fencing etc complete all as specified and directed.
S & F PVC coated Mild Steel section such as flat iron, etc (PVC Coated not less than .7mm thick ) as in securing chain link fencing over vertical post incl cut to length, bent to shape required and fixing all as specified and directed. Note : Only MS section shall be measured and paid.
Painting to new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and apply 2 coat of synthetic enamel paint including preparation complete all as specified.
Preparation of new or previously untreated steel surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer
P NAIDU
MS KAMARIKAR CONSTRUCTION
Kakolil Trade Agencies
M/s K Rudra Murthy
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