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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAccepted-AOC 107 NEAR POST OFFICE PRENAGAR DEHRADUN 248 007 UK | DEHRADUN | UTTARAKHAND | 248007 | L1 | Accepted-AOC acceptance of contract | |
| 2 | L2₹35.4 L+₹1.9 L (5.76%)Rejected-AOC | L2 | Rejected-AOC R | |
| 3 | L3₹38.3 L+₹4.8 L (14.4%)Rejected-AOC WING NO 7 2 10 PREMNAGAR DEHRADUN UK | L3 | Rejected-AOC R | |
| 4 | L4₹38.7 L+₹5.2 L (15.4%)Rejected-AOC 1 259 CHUKKUWALA DEHRADUN UK | DEHRADUN | DEHRADUN | UTTARAKHAND | L4 | Rejected-AOC R |
Tender Value
₹47.9 L
EMD Value
₹95,700
Closing Date
25 Sept 2023, 6:00 pmClosed
GE IMA Dehradun
GE IMA Dehradun
PROVN OF 01 X FIRING SHED AT 300M IN LONG RANGE AND PROVN OF EXTERNAL DOORS OF EW84 AND EW85 BLDGS OF ACC WING AT IMA DEHRADUN
2023_MES_616068_1
GE/IMA/T-51 of 2023-2024 9350/E8
Open Tender
Support/Maintenance Service
Item Rate
180 days
GE IMA Dehradun
Refer NIT
8 documents required · 8 mandatory
₹500
Yes
GE IMA Dehradun
₹95,700
Yes
10 Oct 2023
28 Aug 2023
27 Sept 2023
29 Aug 2023
25 Sept 2023
11 Sept 2023
Amount
Surface excavation n.exc. 30 Cm deep and averaging 15 cm deep and getting out in any type of soil and including removal out side IMA campus complete all as specified.
Excavation in post holes (or similar holes) each n' exc 0.5 Cum getting out returing, filling in and ramming earth or brocken rubble mixed with earth around in layers not exceeding 25 Cm complete all as specified.
M & L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete as in post holes etc. complete all as specified and directed.
S & F M S Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, tubular section or flat sections) including distance pieces, cleats etc complete all as specified. Make:- Tata/ JSW/ Jindal
S & F MS angle/TEE/Hollow/tubular section as in main and cross beams,hips,and jack rafter, pole where connected to common rafters and etc. all as directed by engr- incharge confoming to Fe-290 Gde E-165 complete all as specified. Make:- Tata/ JSW/ Jindal
M & L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes,with riveted, bolted or welded attachment Fe- 290 (Gde E- 165) all as specified. Make:- Tata/ JSW/ Jindal
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steeel sheet 0.50mm thick an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specified. Make:- Tata Blue Scope/ JSW Coloron+
S&F pre-painted galvalume aluminium zinc coating GI based Plain steeel sheet 0.50mm thick an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specified. Make:- Tata Blue Scope/ JSW Coloron+/Charminar
M & L for Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 of 0.80 mm thick. Make:- Tata Blue Scope/ JSW Coloron+/Charminar
M&L preparation of new or previously untreated steel surface of any description over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified.
M & L for brick work with sub class 'B' bricks in cement mortar 1:6 straight or curved on plan exc. 6.00m mean radius with old size bricks complete all as specified and directed.
M& L for Rendering 15 mm thick on fair face of brickwork or concrete surface in cement mortar (1:4)using water proofing compound and finishing the surface even smoothg without using extra cement complete all as specified.
M & L for two coats of cement based paint on newly plastered surface over a coat of chalk whiting including all preparation complete all as specified and directed.
Providing & fixing false ceiling at all heights with GRG (Glass Fiber Reinforced Gypsum) false ciling tiles of Seze 595x595 mm of approved texture, design and patterns having moisture content less than 2% humidity resistance of 99%, NRC 0.50 to 0.75 as per IS 8225 :1987, Noncombustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanized iron section of 00.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32mm of length 3000mm , cross-T of size 15x32mm of length 1200mm and secondary intermediate cross-T of szie 15x32mm of length 600mm to form grid module of size 600 x600 mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e. 50mm long, 8 mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod up to 1000mm length and L-shape level adjuster of size 85x25x2mm. Galvanized iron perimeter wall angle of size 24x24x0.40mm of length 3000mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-In-Charge. with acoustic fully perforated 12mm thick micro tegular edged GRG false ceiling tiles complete all as specified.
M&L for Hardcore of broken stone or boulders of gauge n exc. 63mm, deposited, spread and leveliled in layers n exc. 150mm thick, watered and rammed to a true surface all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone agg) as in sub-bases all as specified and directed.
M&L for 100 mm thick cement concrete, type B-1 (1:2:4) (using 20mm graded crushed stone aggregate), as in hard standing including finishing cement concrete surface even and smooth with using extra cement, complete all as specified.
M&L for Forming contraction (Dummy) joints 30mm deep x 10mm wide filled with sealing grade 'A' all as specified and directed
Demolition of cement concrete in ground floor and pavings n.exc. 15 cm thick below or above ground level. (un renforced) complete all as specified.
M & L for 40 mm thick PCC 1:2:4 type B-1 (using 20 mm graded crushed stone agg) as in floor and finished the surface even and smooth with using extra cement all as specified.
M&L for 18 to 20mm thick machine cut kota stone slab 605 mm x 605 mm size on floor top, step etc over and incl 15mm thick bedding layer cement mortar 1:6 in roughening of old concrete floor surfaces by picking , sweeping clean and washing down with water to remove dust including brushing neat cement slurry with 3 Kg/Sqm with pigments to match the shade of slab including cutting , rubbing and mirror/granite finish polished complete all as specified and directed.
Taking down chowkats or frames with shutters (without taking off shutter from frame) area n.exc 1.5 Sqm complete all as specified and directed.
Taking down chowkats or frames with shutters (without taking off shutter from frame) area exceeding 1.5 Sqm but n.exc 4.00 Sqm complete all as specified and directed.
Taking down shutter of any description exe.1 Sqm & nexe 2 Sqm each and removing from site complete all as specified.
All as per item No. 24 above but n.exc 1.00 Sqm each
S & F factory made 35mm IInd class hard wood glazed/guage skeleton shutters, open rebated and prepared to receive glass, gauge etc. (with sash bars), divided in to square, edges of framing plain, chamfered or rounded ,fitted with cut and mitered bead for securing glasses etc, doors etc are provided with stiles and rails as specified in SSR Part-I, 1991, Section- 8, Clause 8.20(b), complete all as specified and directed.
S & F factory made 40 mm thick IInd class HW plain framed panelled shutter (any numbers of panel) with lock rail &panel of 9mm B.W.P. commercial ply or12mm veneered particle board with commercial veneered on both faces.The size of rail as per IS: 1003 (part-I), kiln seasoned & chemically pressure treated all as specified.
S & F factory made 30mm IInd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauge etc. (with sash bars), divided in to square, edges of framing plain, chamfered or rounded ,fitted with cut and mitered bead for securing glasses etc, window ventilators etc are provided with stiles and rails as specified in SSR Part-I, 1991, Section- 8, Clause 8.20(b), complete all as specified and directed.
S & F second class hardwood, plain solid, straight, chowkats and framedrebated on solid,roundedor chamfered put together with glue pinned at joint complete all as specified and dircted
S & F only 100mm long butt hinges stainless steel all as specified and directed.
S & F 75mm long butt hinges stainless steel all as specified and directed.
S & F 200mm long stainless steel barrel tower bolts specified and directed.
S & F 150mm long stainless steel barrel tower bolts specified and directed.
S & F 150mm long stainless steel handle complete as specified.
S & F 100 mm long stainless steel handle complete all as specified.
M & L for 300mm long stainless steel sliding door bolt, plate type stove enamelled black with bright bolt not less than 12mm dia and including minimum 6 bolts and nuts etc all as specified and directed.
M&L for 300mm long ordinary rat tail rod pattern spring including roller and plate complete all as specified.
S & F 3mm thick sheet glass ordinary quality type & glazing with wooden beads in squares not exc 0.5 Sqm in each pan, complete all as specified and directed
S&F Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks, or galvanised wire staples all as specified.
Preparation of new wooden surfaces of any description over 10 Cm width girth and applying two coats of synthetic enemelled paint over one a coat of pink primer complete all as specified and directed.
M.K Engineers
M/S S P BUILDERS
Sharda Enterprises
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