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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹30.2 L+₹79,663 (2.71%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹31.8 L+₹2.4 L (8.13%)Rejected-Finance 154 HANUMAN MANDIR DIKSHI TAL NIPHAD DIST NASHIK 422 302 | NASHIK | MAHARASHTRA | 422302 | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹32.1 L+₹2.7 L (9.33%)Rejected-Finance | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹33.2 L+₹3.8 L (12.8%)Rejected-Finance | L5 | Rejected-Finance Being not L1 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
8 Dec 2020, 6:00 pmClosed
GE(AF)OJHAR
GE(AF)OJHAR TELE 02550 275179
Repairs to fencing, storm water drains, path etc at AF Stn Deolali
2020_MES_394152_1
8688/E8
Open Tender
Civil Works
Item Rate
335 days
Deolali
As per tender
8 documents required · 8 mandatory
₹500
GE(AF)OJHAR
₹70,000
Yes
12 Dec 2020
10 Nov 2020
10 Dec 2020
10 Nov 2020
8 Dec 2020
25 Nov 2020
10 Nov 2020 - 24 Nov 2020
Amount
Dismantling posts or struts(wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed all as directed by Engineer-In-Charge.
Dismantling of fencing wire mesh any chain link fencing type all as directed by Engineer-In-Charge.
Dismantling wrought iron or mild steel work in any description (old flat iron, round bar) all as directed by Engineer-In-Charge.
Excavation in post holes (or similar holes) each not exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50m and making good disturbed surface complete all as specified and as directed.
M&L PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundation for post/struts all as specified and as directed.
S&F MS Screw bolts (machine made) with hexagonal or square heads at one end and scewed the other each screwed end to be fixed with one washer and one hexagonal nut, the other end to be embedded in RCC fencing post while casting for fixing chain link fencing, dia of bolt 12 mm and length of bolt exc 5cm but nexc 10cm long all as directed by Engineer-In-Charge.
Fixing only chain link fencing of wire mesh size 50mm x 50mm including line wires and type of standrad rails, straining bolt etc including provison of binding wire all as directed by Engineer-In-Charge.
Supply only chain link fencing made out of 3.8mm to 4mm dia, galvanised MS wire,size of mesh 50mm x 50mm all as specified and directed..
S & F mild steel angle in 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 revetting etc and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
S&F round tie bars/strengthning bars 10mm dia conforming to Fe 290 Gde E-165 let in and fixed independantly including hooking ends for securing wire mesh chain link fencing as in bearing bars all as directed by Engineer-In-Charge.
S & F rolled mild steel framed work as in doors or gates of angle or other section confirming to Fe 410 - W, with gusset plates, rails braces, etc., complete, drilled for fixing of steel sheeting or other covering and hanging and fixing complete all as directed by Engineer-In-Charge.
M&L preparation of new steel surfaces of any description over 10 cm in width or girth not other wise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed
M & L preparation of new steel Surface of any description, n exc 10cm in 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 red oxide primer all as specified and directed
S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or bolts, including, securing or tying at crossings with and provision of galvanised mild steel pins including taking down existing barbed wire of any description , etc. all as directed by Engineer-In-Charge.(each line wire to be measured).
Demolition of cement concrete in ground floors and pavings nexc 15 cm thk (below or above GL) all as directed by Engineer-In-Charge.
Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc all as directed by Engineer-In-Charge.
Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc all as directed by Engineer-In-Charge.
M & L brickwork with sub class 'B' bricks, straight or curved on plan exc 6 mtr mean radius in walls built in cement mortar 1:4 all as specified and directed.
M & L rendering 15 mm thick on fair faces of brick or stone masonry surfaces in CM 1:4 finished even and fair without using extra cement all as specified and directed.
M & L for cement concrete 1:2:4 Type B-1 (20mm graded aaggregate) in surface channels and drain all as specified and directed..
M & L for cement concrete 1:2:4 Type B-0 (12.5mm graded aaggregate) in coping etc all as specified and directed.
M & L for Boulder pitching is grouted with cement and sand mortar 1:6 including demolition/taking down of existing boulder pitching built in any mortar of all as specified and directed.
M&L 75 mm thick PCC type C-2 , 1:3:6 (using 40mm graded stone aggregates) as in plinth protection and surface to be finished without using extra cement and the PCC should be laid in alternate ways after every two meters and cut a groove as per direction of Engineer-in-Charge.
M&L for 75 mm thick sub base in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates)all as specified and directed.
M&L Chequered cement concrete tiles rubber moulded 25cm x 25cm x 25mm thick set, jointed and pointed in near cement slurry in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 all as specified and dirtected.
Dismantling ceiling boarding of any description fixed in any position with nails including cover fillets all as directed by Engineer-In-Charge.
M & L for false ceiling work of aluminium snap grid system size 605x605mm for false ceiling with aluminium angles of size 23.5 mm x 23.5mm x 1.5mm fixed to wall with GI screws and aluminium tee of size 37.5 x 37.5 x 1.5mm in main and cross runners fixed 60 cm c/c and tied to existing roof/truss/rafters complete all as specified and directed.
M&L for hanging of aluminium false ceiling grid with 3 mm dia GI wire (upto necessary required length & 1.2 Mtr c/c) fixed to slopping roof (rafter/purlin/trusses) complete all as directed by Engineer-In-Charge.
M & L Non asbestos fibre cement building boards 4 mm thick, fixed or laid/ inserted to Aluminium grid frame work in ceiling with clips all as specified and directed.
M/s.NIKI ENTERPRISES
MAHIMA CONSTRUCTION
SIDDHIVINAYAK ENTERPRISES
M/s Nilesh Enterprises
N.U. MIRZA
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