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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | L2₹7.7 L+₹37,600 (5.13%)Rejected-AOC 142 JAGJIVANRAM NAGAR GAROBA MAIDAN NAGPUR 440008 | NAGPUR | NAGPUR | MAHARASHTRA | 440008 | L2 | Rejected-AOC ok | |
| 3 | L3₹7.7 L+₹41,417.50 (5.65%)Rejected-AOC | L3 | Rejected-AOC ok | |
| 4 | L4₹7.8 L+₹47,670 (6.51%)Rejected-AOC | L4 | Rejected-AOC ok |
Tender Value
Refer Docs
EMD Value
₹15,200
Closing Date
12 Oct 2020, 12:00 pmClosed
AGE (I) AF Sonegaon, Nagpur
Bldg No. P-51, 44 wing Air Force Station, Sonegaon, Nagpur 440 005
PROVN OF CERTAIN B/R WORKS IN MES OFFICE COMPLEX INCL STRENGTHENING OF HANGAR TRUSS AT 12.00 MTR HEIGHT , FLOOR TILES OF GYM AND TEMPORARY VERANDAH IN GUEST ROOMS AT ZONE A ZONE B OF SONEGAON NAGPUR
2020_MES_379137_1
8353/E8
Open Tender
Civil Works
Item Rate
180 days
Sonegaon
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE (I) AF Sonegaon, Nagpur
₹15,200
Yes
18 Nov 2020
19 Sept 2020
13 Oct 2020
19 Sept 2020
12 Oct 2020
30 Sept 2020
19 Sept 2020 - 29 Sept 2020
Amount
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil
Excavation in trenches n.exc 1.5m deep and n.exc 1.5Mt wide and getting out in soft/loose soil complete all as specified.
Removing excavated material exc 250 mtr n exc 500 m distance and depositing where directed at a level n exc 1.5 M above the starting point complete all as specified and directed.
Returning filling in trenches including spreading leveling and well ramming with water complete n.exc 25 cm thick in each layer in soft/loose soil.
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering.
M&L for hardcore of gauge not exceeding 63mm,deposited, spred and levelled in layer not exceeding 15cm thick, watered and rammed to true surface.
M&L 100mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base.
M & L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggregates ) as in foundation & as in mass concrete etc complete all as specified and directed.
M&L 100mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate)in floors finish concrete surface even and smooth without using extra cement.
Excavating in post holes or similar holes each n.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,material to a distance n.exc 50 m and making good surface.
M & L for PCC 1:2:4 type B-2 in 40 mm graded aggregate in foundation filling and masconcrete as directed by Engineer-in-Charge.
M&L for RCC Type B-1, 1:2:4 (20mm graded aggregate)foundation incl rafts footing foundation beams plinth beams basses for columns etc
M&L for RCC Type B-1, 1:2:4 (20mm graded aggregate) in slab supported on wall beam and col in floor roofs landing balconies canopies deck slabs and in shelves and the like etc.
M&L PCC (1:2:4) type B-1, using 20mm crushed stone agregate as in coping benching etc
S&F Pre -painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall,fixed with self tapping screwed as specified and directed by EIC.
S&F Joist, channel, angle, or tee sections, fixed of any length independently, without connecting plates, etc. AFe- 290 (Gde E-165)
M & L for preparation of new steel surface of any description over 10cm in width or girth and applying one coath of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer in charge.
Formwork to side of concrete foundation footing based of columns raft beams sides and softs of foundation and plinth beams for rough finished surface and similar works etc
Formwork to edges of concrete flats breaks in floors openings in concrete RCC/PCC bands in walls horizontal or sloping and similar work all exceeding 20cm wide.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work slabs, landings and similar work for fear fineshed surface exceeding 200mm thick
M & L for 05mm dia and over upto and incl 10mm dia TMT bars as in stirrups, cut to length, bent to shape required,including cranking, bending spirally etc. and binding with and including MS (annealed) wire not less than 0.9 mm dia complete all as specified and directed.
S&F for TMT bars 10mm dia and over, cut to length, bent to shape required including craking, 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 quality conforming to IS.
M & L Brickwork with flyash bricks, straight or curved on plan exc 6m mean radius built inCM (1:4) all as specified and directed by Engr-in-Charge
M&L for rendering 15 mm thick on fair faces of bricks/concrete surface in cement mortar (1:4) on wall finishing the surfaces even and smooth without using extra cement.
M&L for preparing the new plastered surfaces of wall and applying Two coat of cement based paint all as specified .
S&F galvanised steel wire cloth 0.63 mm nominal dia of wire and average width of aperture 1.40 mm complete all as directed at site.
M&L for 2ndclass hard wood plain,solid straight chowkhats and frames wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints supplied and fixed.
M&L for 2nd class hardwood of sectional area exc.13 & n.exc 25 sqcm in plain fillets,square rectangular in section,clean sawn,secured with nails complete all as specified and directed
M/L for 35mm thick 2nd class HW rail and style plain framed, factory made paneled shutter (one panel) without interlocking rail and 12mm veneered particle board with commercial veneering on both faces the size of rail and style as per IS -1003 (Pt-I)kiln seasoned and chemically pressure treated complete all as specified and directed.
S&F 2nd class HW glazed and skelton 35mm thick shutters, open rebated and prepared to receive glass gauze etc (with out sash bars) edges of framing plain, chamfered or rounded, fitted with cut and metered beads for securing glass. Gauze etc and all as specified in SSR and fitted to chowkhats
S&F factory made steel window with side hung shutter including projecting type hinges with steel handle and steel peg stayhold fast etc complete with glazing bar dovetailed or welded complete.
All as per item No 31 here-in before but without glazing bars
S & F mild steel medium weight could rolled butt hinge 100mm size.
S & F Aluminium Handle of 150mm size cast type anodised.
Aluminium anodised, barrel tower bolts of extruded section and fixed (150mm long)
S&F Mild steel sliding door bolts 300 mm long, plate type, stove enamelled black,300mm with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed
S&F Pressed steel frames for doors size 125x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc., complete, as specified,supplied and fixed
S&F 500 ltr capacity Rotational moulded polyethylene water storage tank (cylindrical vertical closed top) hoisted and fixed in positions all as specified in SSR Part-I,including 20 mm dia of ball valves high pressure of PTMT with epoxy coated aluminium rod &highdensity plastic ball screwed for iron pipe and fixed
S&F in repairs various china white wash hand basin flat back of size 550x400mm including CI/MS brackets including cutting for pinning of brackets and waste pipe.
S&F in repairs 15 mm dia fency type Pillar taps, cast copper alloy, chromium plated, screwed down high pressure, with or without lettered `Hot' or `Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed.
S&F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. square tube as specified and drawing.
S&F factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of M.S tube for top & bottom rails M.S. frame shall be covered with heat molded wood plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement for stiles and plain colour PVC sheet as for top rail lock rail & bottom rail on either side,.
S&F for 75mm dia PVC (SWR) floor trap plain with grating including jointing with solvent cement
S&F 3mm.thick sheet glass ordinary quality and glazing with oil putty in square n.exc 0.5 Sqm in each pane complete all as directed at site
S&F in 15mm bore dia of bib tap cast copper alloy withfency type chromium plated with capstan head.
M&L applying two coat of synthetic enamelled paint over one coat of pink primer on new wooden surfaces of any description not otherwise described over 10cm width or girth including preparation of new surface all as specified and directed
Fixed and repairs galvanised steel wire cloth 0.63 mm nominal dia of wire and average width of aperture 1.40 mm complete all as directed at site.
M&L Preparation to new steel surfaces of any description over 10 cm in width or girth not other wise described and applying two coat of Synthetic enamel paint over a redoxide etc.
M & L Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built i inCM (1:6) all as specified.
M&L for 15mm thick rendering CM 1:4 on fair faces of brick work using water proofing compound as per manufacture instruction (WPC shall be measured separately).
M&L for rendering 15mm thick on fair faces of brick work or concrete surface in cement mortar 1:6 to be finished even smooth with out using extra cement as directed and specified by engineer in chanrge
M&L for preparation of new plastered surface and applying two coat of oil bond distemper white or any tint over a coat of primer after preparation of wall surface with Birla/Asian wall Putty all as specified and directed
S & F Rolled sections as in main and cross beams, hip and jack rafters purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates Fe 410-w (Gde-E-250)
Cutting channels, grooves or rebates without reinforcement exc 15 cm but n exc 30cm girth, and trimming surface
M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb or side of wall and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
S&F false ceiling of size 600mmx600mm Gypsum Board 12mm thick in ceiling fixed Anodised aluminium snap grid fram work for false ceilling with fixing as per manufacturers instructions all as specified Note:- Cost of making frame work for lighy fitting grills difusers cutouts etc is deemed to be incl in the quoted rate.
Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified
S&F Joist, channel, angle, or tee sections, fixed of any length independently, without connecting plates, etc. AFe- 290 (Gde E-165)
M&L for screed bed or bedding layer of mortar 15mm thick in CM (1:6) for laying vetrified Tiles in floor
M&L vertified Ceramic tile light shade 10mm thick (square /rectangular) polished area of each tile nexc. 0.36 sqm ,in floor etc .Set and jointed in neat cement slurry and pointed in white or coloured cement to match.
Ditto all as item no 61 above but in vertical surfaces such as skirting/Dado.incl backing coat incl plaster CM 1:3 10mm thick
M&L for Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified and directed upto 12.00 mts height.
M &L for preparation new steel and iron surface not otherwise described over 10cm width or girth and applying two coats of Aluminium paints upto 12.00 mts heightall as directed by engr-in charge.
S&f pre-painted galvalume aluminiun zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with J hooks /self tapping / self drilling screws of appropriate size with rubber washer for water tight fixing on Hangar roof complete all as specified and directed by EIC in roof.(MAKE TATA,JINDAL,ISPAT) or equivalent. Note: All the above work shall be 12.00 Mtr hight.
M&L for cement concrete type B0 1:2:4 using (12.5 mm graded stone aggregates) 25 mm thick in flooring.
karambir constructions
M/s Rahul Traders
M/s T.S.JOHAR
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