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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC Accepted being lowest | |
| 2 | L2₹8.2 L+₹66,337.90 (8.85%)Rejected-Finance VEENA SADAN PLOT NO 63 VARANGAON ROAD SUNDAR NAGAR BHUSAWAL 425201 | BHUSAWAL | JALGAON | MAHARASHTRA | 425201 | L2 | Rejected-Finance Rejected being other than lowest | |
| 3 | L3₹8.4 L+₹85,413 (11.4%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than lowest | |
| 4 | L4₹8.5 L+₹95,664.50 (12.8%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest |
Tender Value
₹7.8 L
EMD Value
₹15,600
Closing Date
25 Jul 2020, 6:00 pmClosed
Lt Col Vipin Kumar Singh
GE (S) Ahmednagar, Military Engineer Services, Ahmednagar- 414002
Provision of Car parking shed near Bldg No P-50, sentry post with rest room near Kandhari Gate , Spl Repairs LT Cable near sub station of main gate and replacement of chlorination dosing system at Bhusawal under GE (South) Ahmednagar
2020_MES_330322_3
8693/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Bhusawal
Class E cat a (i)
8 documents required · 8 mandatory
₹500
Garrison Engineer (S) Ahmednagar
₹15,600
Yes
17 Aug 2020
2 Jul 2020
27 Jul 2020
2 Jul 2020
25 Jul 2020
11 Jul 2020
2 Jul 2020 - 9 Jul 2020
Amount
Surface excavation in soft/loose soil not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth as in foundations and for laying cables etc.and getting out in soft / loose soil complete all as specified and as directed.
All as per Ser item No 2 here-in-before but in hard soil
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.
Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
Cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
Use & waste of form work to sides of concrete foundation, footings, bases of columns raft and raft beams, side and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter for flat rough finished surfaces complete all as specified and directed.
Reinforced cement concrete 1:11/2 :3, type A1 using 20 mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles and mass concrete complete all as specified and directed.
Use & waste of form work to sides of pillars, posts, struts, pears, columns and stanchion square or rectangle or polygonal for fair finished surfaces complete all as specified and directed.
Reinforced cement concrete 1:11/2 :3, type A1 using 20 mm graded stone aggregate as in columns, pillars, piers, posts & struts etc complete all as specified and directed.
Use & waste of form work to sides and soffits of floor or roof beam, beams hunching, girders, bressummers, lintels, cantilevers, shelves supports, over hang etc also splays between floor and beams etc flat fair finished surfaces complete all as specified and directed.
Reinforced cement concrete 1:11/2 :3, type A1 using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, lintel over 1.5 m clear span complete all as specified and directed.
Use & waste of form work to chullah hoods, chajjas, throughs and similar items including edges, flat fair finished surfaces complete all as specified and directed.
Reinforced cement concrete 1:11/2 :3, type A1 using 20 mm graded stone aggregate as in chajjas or similar works etc complete all as specified and directed.
Use & waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landing horizontal or slopping similar work not. exc 200mm thick, and flat fair finished surfaces complete all as specified and directed.
Use & waste of form work to edges of concrete flats, treads etc thickness exc. 10cm but n.exc 20 cm and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for flat fair finished surface complete all as specified and directed.
Reinforced ccement concrete 1:11/2 :3, type A1 using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs, and in shelves and the like complete all as specified and directed.
Mild steel TMT bars 10 mm dia and over cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
All as per item No 18 here-in-before but 6mm to 8mm dia
All as per item No 18 here-in-before but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders.
Brick work with fly ash old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.
Rendering 15 mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and fair complete all as specified and directed.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement using water proofing liquid @200 ml/ 50 kg of cement complete all as specified and directed. Note:- Water proofing liquid will be measured & paid separately.
Rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:3 finished even and smooth without using extra cement using water proofing liquid @200 ml/ 50 kg of cement complete all as specified and directed. Note:- Water proofing liquid will be measured & paid separately.
Supply only liquid integral water proofing admixture of make pidilite or its equivalent complete all as specified and directed.
Preparation of new plastered surfacesof walls and applying two coats oil bound distemper over a coat of primer complete all as specified and directed.
Preparation of new plastered surfacesof walls and applying two coats cement base paint over a coat of alkali resistent primer complete all as specified and directed.
Preparation of newly plastered surfaces and applying three coats of white wash on ceiling complete all as specified and directed.
Moorum/red bajri filling in floors or pavings, hard standing and in foundation laid in layers not exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
Hard core of broken stone or boulders of gauge not exc 63 mm deposited, spread & levelled in layers not exc 15 cm thick, including watering and ramming to a true surface complete all as specified and directed. Note:- Volume of hard core after consolidation will be measured and paid.
75 mm thick Cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) as in sub base to floors finished fair and even complete all as specified and directed.
25 mm thick cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in sub base to floors/paving finished fair and even complete all as specified and directed.
Non skid ceramic coloured tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles over & including 15 mm thick cement screed in CM 1:4 complete all as specified and directed.
Coloured glazed ceramic tiles 350 x 250 x 7 mm thick, on vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles over and including 15 mm thick cement screed bed in CM 1:4 complete all as specified and directed.
75 mm thick cement concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in plinth protection laid in slope in 1:30 in alternative bays not exceeding 3 mtr in length surfaces finished even and smooth without using extra cement including raking out joints between panel to panel and panel to wall and plugging the same with bitumen mastic using bitumen and sand mixture in 1:3 complete all as specified and directed.
Cement concrete 1:2:4,type B1 (using 20 mm graded stone aggregate) as in cills, steps, seismic bands coping, bed plates, hold fasts, filling in pressed steel door frames etc including form work as required complete all as specified and directed.
Mild steel angle iron as in framed chowkhats for door shutters cut to length including necessary welding and making holes for fixing butt hinzes and fixing 10 mm dia round bars as tie bars complete conforming to Fe-410-O etc complete all as specified and directed.
30 mm thick flush shutter, solid core construction, with block board core and and plywood face panels, commercial types on both sides,, fixed compete all as specified and directed.
Preparation on new wood or wood based surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed.
Mild steel butt hinges 100 mm long medium weight cold rolled, ISI marked fixed to any type of chowkhats complete all as specified and directed.
Extruded aluminum alloy handle 150 mm long fabricated type, anodised, fixed complete all as specified and directed.
Aluminum anodised barrel tower bolt 100 mm long of extruded aluminium section, fixed complete all as specified and directed.
Aluminium alloy, anodised sliding door bolts 300 mm long with hasp and staple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed complete all as specified and directed.
Factory made steel windows with side hung shutter including projecting type hinges with steel handle and steel peg stay complete with glazing bars,dovetailed or welded complete all as specified and directed.
Factory made steel windows with side hung shutter including projecting type hinges with steel handle and steel peg stay complete without glazing bars,dovetailed or welded complete all as specified and directed.
Sheet glass 4 mm thick, plain, ordinary quality & glazing with oil putty in squares n.exc 0.50 sqm in each pane complete all as specified and directed.
Stainless steel wire cloth 0.36 mm nominal dia of wire & average width of aperature 1.40 mm, fixed with wooden beads / tinned tacks or galvanised wire staples to steel frame complete all as specified and directed.
Preparation on new steel surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed.
Excavation in post holes (or similar poles) each n. exc 0.50 Cum, in soft / loose soil including returning, filling in and ramming earth in layers n. exc 25 cm, watering and removing surplus soil to a distance not exc 50 m and making good surfaces complete all as specified and directed.
Cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
Strucutural steel work in single stanchions built up of MS with flange plates, caps, bases, splices, angle brackets, cleats and other connections complete all as specified and directed.
Rolled sections as in main and cross beams, hip and jack rafters, purlins were connected to common refters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates complete all as specified and directed.
Plates (plain or chequered) channels, square cut notched, (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strenght of 550 Mpa as in roof covering / cladding to wall fixed with self tapping screws complete all as specified and directed.
Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strenght of 550 Mpa as in roof covering / cladding to wall fixed with self tapping screws complete all as specified and directed.
Precast cement concrete interlocking tiles (glossy finish/ rubber mat finish) of 60 mm thick ,hydraulically pressed cemented tiles of grey colour with pigments,(glossy finish/ rubber mat finish) factory made, M-35 grade conforming to IS-15658-2006, as in floor laid over & including 25 mm thick sand cusion and including filling of interstices with fine sand complete all as specified and as directed. Note Size, shape & pattern of tiles shall be as decided.
LT XLPE underground cable 1100 Volts grade heavy duty of size 70 Sqmm 3.5 core, with XLPE insulated stranded aluminium conductor served with an inner sheathing of PVC tape, armoured with galvanised steel wire or tape and overall sheathed including cable gland, lug, jointing material etc, laid in trenches or fixing or passing through pipe including jointing, connecting , testing and commissioning complete all as specified and directed. Make: Havells/Polycab/RR cable/KEI/Gloster
LT XLPE underground cable 1100 Volts grade heavy duty of size 50 Sqmm 3.5 core, with XLPE insulated stranded aluminium conductor served with an inner sheathing of PVC tape, armoured with galvanised steel wire or tape and overall sheathed including cable gland, lug, jointing material etc, laid in trenches or fixing or passing through pipe including jointing, connecting , testing and commissioning complete all as specified and directed. Make: Havells/Polycab/RR cable/KEI/Gloster
HDPE, WPC flexible pipe 75 mm dia as per IS 16205 Part 24-2017 for laying of LT cables as protection etc complete with all fittings and accessories as required complete all as specified and directed. Make:Vectus industries/Supreme/Infra/Astron Plastic.
GI pipe 50 mm bore light grade for cable protection at road crossing etc including necessary road cutting and making good with returning filling, well ramming and 100 mm thick PCC 1:2:4, type B-1, using 20 mm graded stone aggregate, after laying of pipe/cable or for fixing along wall / poles of any type, secured with clamps of suitable size complete all as specified and as directed.
Supply, installation, commissioning and testing Granular Chlorination (ALTOCH-GP)-Dosing Pump (Model No 96 NGQ 51) 0-100 PSI, Gear motored having output 2U.S GPD to 40 U.S GPD, power 230 Volt, 50 Hz, RPM-44, Self priming, non metalic with connecting nuts, ferrules and with all accessories complete all as spd and directed. Model No 96NGQ51. Make -DECLIBAC Technologies/BRIOZING UNLIMITED/ equivalent make as approved by GE
Supply, installation, commissioning and testing ALTOCH-DOSING SYSTEM (MODEL-ADS-1) consisting 100 Ltr FRP tank, with PE/RRP LID & level gauge alongwith agitator with shaft & Blade and connecting accessories complete all as spd and directed. Model : ADS-1 Make : DECLIBAC Technologies / equivalent make as approved by GE
Supply and fixing manually operated 3 mtr chain pully block with geared travelling trolley (capacity 1.5 TON) (Model-KT-1.5), ISI marked complete all as spd and directed Make : Kepro / equivalent make as approved by GE
M/S H.N.ENTERPRISES
SONU ENTERPRISES
JANARDHANANDSONS
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