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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | L1 | Accepted-AOC Being lowest. | |
| 2 | L2₹13.6 L+₹69,210 (5.36%)Rejected-Finance MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | L2 | Rejected-Finance Other than lowest. | |
| 3 | L3₹14.2 L+₹1.3 L (9.94%)Rejected-Finance | L3 | Rejected-Finance Other than lowest. | |
| 4 | L4₹15.5 L+₹2.6 L (20.4%)Rejected-Finance | L4 | Rejected-Finance Other than lowest. |
Tender Value
₹17.4 L
EMD Value
₹34,720
Closing Date
9 Jan 2024, 6:00 pmClosed
GE (I) 866 EWS Carnicobar
GE(I)866 EWS CARNICOBAR PIN-913866 C/O 99APO
CONSTRUCTION OF CONCRETE BLOCKS, APPROACH PATH AND PLINTH OF HRDF AND M-7 ANTENNA AND CONSTRUCTION OF OPEN SHED FOR MOBILE COLD STORAGE IN FRONT OF RATION STORE (BUILDING NO - 435) AT AF STATION CARNICOBAR.
2023_MES_632262_1
8677/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) 866 EWS Carnicobar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE (I) 866 EWS
₹34,720
Yes
8 Feb 2024
12 Dec 2023
16 Jan 2024
12 Dec 2023
9 Jan 2024
26 Dec 2023
Amount
Surface excavation in soft/loose soIl n exc. 30cm deep and averaging 15cm deep all as specified and directed
M&L for cutting of tree/buses/vegetable growth n.exc 20 cm girth taking out tree trunk portion completely and removing to a distance n exc 200m complete all as specified and directed
Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc. n exc. 10 Sqm on plan and n exc. 1.50m in depth and getting out soft/loose soil.
M&L for hard core of broken stone or boulder of guage not exc 63 mm deposited, spread, and levelled in layers not exc 15 cm thick watered and rammed to true surface complete all as specified and as directed.
M&L 75mm thick PCC 1:4:8, type D2, using 40mm graded aggregate as in sub base of floor complete all as specified and directed..
M&L for chequered cement concrete tiles25cm x 25cm x 22mm thick in floor set and jointed in neat cement slurry and pointed with grey cement and pigment to match with and including cement screed bed 15mm thick in cement mortar 1:6 complete all as specified and as directed
M&L 100mm thick cement concrete 1:2:4 type B-2 using 40 mm graded stone aggregate in floors, laid in panels and finished even & smooth without using extra cement complete all as specified and directed.
M & L for forming 12 mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B’, Thickness of concrete slab in 100mm, complete all as specified and directed.
M&L for Pre-cast cement concrete block masonry type C1(1:3:6) (20mm graded aggregate) with solid block, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed.
M & L for rendering 15mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces on wall complete all as specified and directed.
M&L for preparation of new plastered surface of wall and applying two coats of cement base paint complete all as specified and directed
Surface dressing in soft / loose soil n.exc 15cm deep all as specified and directed by Engineer-in-Charge.
Excavating in soft / loose soils post holes (or similar holes) each n.exc 0.50 cum getting out, returning filling in and ramming earth in layers n.exc 25cm, watering and removing surplus soil to a distance n.exc. 50m and making good surface all as specified and directed by Engineer-in-Charge.
M&L PCC 1:3:6 type C-2 (40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
S&F steel work in tabular truss including special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS-1161-1979 of grade St-240 complete all as specified and as directed by Engineer-in-Charge.
S&F prepainted galvalume aluminium zinc coating Gl based corrugated steel sheet 0.50 mm thick of an colour having tensile strength 550 MPA as in roof covering in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
S&F prepainted galvalume aluminium zinc coating Gl based plain steel sheet 0.50 mm thick of an colour having tensile strength 550 MPA as in roof covering in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new or previously untreated steel surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.
S&F MS Plate (Plain or chequered) channel, square cut, welding, forming holes etc quality confirming to Fe 410-0 or Fe 310-0 complete all as specified and as directed by Engineer-in-Charge.
S&F MS Screws bolts machines made with hexagonal or square heads at one end and screw the other or screws both ends, each screw ends to be fitted with washer and one hexagonal or square nuts n.exc 5cm long and 12mm dia all as specified and as directed by Engineer-in-Charge.
S&F PVC (SWR) pipes, single socketed in any length with rubber ring joints, fixed to walls, 110 mm bore complete all as specified and directed.
S&F PVC (SWR) bends any radius, 110 mm bore complete all as specified and directed.
ASHOK BISWAS
KML CONSTRUCTION
N Rathinam
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