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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-AOC | L1 | Accepted-AOC Accepted - AOC | |
| 2 | L2₹44.4 L+₹90,565 (2.08%)Rejected-AOC WZ 1391 31 B NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L2 | Rejected-AOC Rejected - AOC | |
| 3 | L3₹45.5 L+₹2.0 L (4.58%)Rejected-AOC H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L3 | Rejected-AOC Rejected - AOC | |
| 4 | L4₹45.9 L+₹2.3 L (5.36%)Rejected-AOC | L4 | Rejected-AOC Rejected - AOC | |
| 5 | L5₹48.3 L+₹4.8 L (11.0%)Rejected-AOC C 125 A KUNWAR SINGH NAGAR NANGLOI NEW DELHI 110041 | NEW DELHI | WEST DELHI | DELHI | 110041 | L5 | Rejected-AOC Rejected - AOC |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
5 Mar 2020, 6:00 pmClosed
GE DEHRADUN
GE DEHRADUN, MALL ROAD, GARHI CANTT
Provn of Trg Shelter near Bldg No P-110 (OTM) of 1/3 GR , Cycle / Scooter shed near single men barrack accn, Trg Shed near RP Gate No 2 of 21 Bihar and Provn of footpath from Cheerbagh to gate No 1 of 501 FSEG ,hard standing and lite veh shed for GOC
2020_MES_324222_1
8163/A/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEHRADUN
Class D Cat a(i)
8 documents required · 8 mandatory
₹500
GE DEHRADUN
₹95,000
Yes
19 May 2020
12 Feb 2020
7 Mar 2020
12 Feb 2020
5 Mar 2020
26 Feb 2020
Amount
Excavating in trenches in any type of soil, 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 sq m on plan and n exc 1.5m in depth and getting out complete all as specified and directed.
Excavation in post holes (or similar holes ) in any type of soil each n exe 0.5 Cum , gettting out and removing surplus soil to a distance n exe 50 m and making good the disturbed surface complete all as specified.
Surface excavation in soft/loose soil not exceeding 30cm deep and averaging 15cm deep and get ting out complete all as specified and directed.
M&L for Hardcore of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified
M&L for cement concrete in (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass-concrete complete all as specified and directed
M&L for 100 mm thick cement concrete in (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and directed
M&L for 75 mm thick cement concrete in (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in floor complete all as specified and directed
Spike rolling to surface or making impression of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for PCC in (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in foundations, filling and mass-concrete complete all as specified and directed by Engr-in-Charge.
M&L for PCC in (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass-concrete complete all as specified and directed by Engr-in-Charge.
M&L for forming construction joint (dummy joint) 30cm deep x 10mm wide filled with sealing compound grade 'A' complete all as specified and directed.
M&L for sand filling under floor or in foundation with river bed sand laid dry including watering well ramming and consolidation complete all as specified and directed. (Note:- punned thickness shall measured)
M&L for machine pressed pre-polished ,rubber moulded, coloured, precast cement concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thick , M-35 grade, laid over and including 50mm thick compacted sand filling and filling of joints with dry sand complete all as specified.
M&L for brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) complete all as specified and directed by Engr -in-Charge (using old size bricks).
M&L for brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:4) complete all as specified and directed by Engr -in-Charge (using old size bricks).
M&L for preparing new plastered or previously untreated walls surfaces and applying two coats of cement base paint over a coat of suitable primer complete all as specified and directed.
M&L for providing precast PCC kerb stones etc M-35 gradeset in CM (1:4) complete all as specified and directed.
M&L for 75 mm thck PCC in (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in sub base of floor complete all as specified
M&L for pre-polished pavement coloured anti skid chequred cement concrete tiles of size not less than 300x300x20-25 mm thick, with grey cement and pigment glossy finish rubber moulded with PVC spacers 3 mm th, set jointed and pointed in neat cement slurry laid over and including 20mm thick screed bed or bedding layer of cement mortar (1:6) for laying floor finishes complete all as specified and directed
M&L for 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
M &L 15 mm thick rendering in cement mortar (1:4) in two layers (10-12 & 5-3 mm thick) on fair faces of brick work finished surface even and smooth without using extra cement complete all as specified and directed.
Returning filling in soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed.
Removing excavated material (soils) n exc. 50mtr and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.
M&L for spreading and levelling excavated soil any type in layers n exc 25 cm thick including watering and well remmaning complete all as specified and directed.
M&L for structural steel work as in roof trusses (framed), trussed purlins, crane gantries, rails & fastenings & heavy brackets framimg (Beam, tee, angle, channel or flat section) including distance pieces, cleats etc. complete all as specified and directed. Structural steel conforming to Fe-410W, Grade-E 250, Quality 'A'.
S&F mild steel work as in columns for roof / trusses and connecting plates imbeded in PCC including all necessary drilling, welding, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M&L for preparation of new or previously untreated brick/ concrete/ stone masnory surfaces of any description of over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of suitable primer , complete all as specified and directed.
S & F pre-painted galvalume aluminium zinc coating GI based corrugated steel 0.50 mm thick of any colour as directed by GE having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge
S&F Pre-painted galvalume aluminum zinc coating GI based profile ridge line,, 0.50mm thick ,having tensile strength of 550 Mpa as in roof ridge , fixed with self tapping screws, suitable for corrugated pre painted GI based roof steel sheets complete all as specified and as directed
M & L for ceramic coloured wall cladding exterior tiles of size 0.05 sqm to 0.15 sqm x 6 to 8 mm thick as in dado, set and jointed in neat cement slurry and pointed in colour cement to match the surface over and including 10 mm thick rendring in CM 1:4 complete all as specified and directed.
M & L for 580 X 580 mm size machine cut prepolished mirror (single colour) kota stone slab flooring 20-25mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including 15 mm thick screed bed in cement mortar 1:6 including rubbing and polishing to achieve mirror/ granite finish , rounded off exposed edges,complete all as specified and directed by Engineer-In- Charge
All as per item No 32.00 here in above but 15-18 mm thick kota stone as in skirting/ riser/ dado over 15mm thick rendering in CM (1:4) complete all as specified and directed.
M&L for PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered edges complete all as specified and directed.
Supply and fixing PVC sheet wall panelling of thickness 5 mm, consisting of panel having size 1220x2440 stuck on inner frame work of 50mm wide strips of 5mm thick PVC sheet. The strip shall have in their centre a groove of 6mm width and 1mm depth of sinking the head of the screw used to fixed the strip to the wall vertically at an equal interval of 250mm between two PVC strip. The PVC strip shall be fixed to wall using 65mm long MS screw & through the groove in the strip by using PVC fasteners. The distance between two screws shall not be more than 200mm. A groove of 2mm may be left at the joint of two panel for astheic looks, the exact size of the panel and correspondingly the grid may vary depending on size of wall, complete all as specified and directed.
M&L for coloured non skid ceramic joint free tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06sqm but not exceeding 0.11 sqm , in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed 15mm thick in CM 1:6 complete all as specified and directed .
M&L for coloured glazed ceramic tiles in vertical surfaces of size 300mm x 200mm/450x300 mm x 7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick bedding layer in CM 1:4 complete all as specified and directed .
M&L for steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete complete all as specified.
S&F kitchen or laboratory sink with draining board of overall size 915x460x203mm bowl size 405x354x203 mm , made out of stainless steel sheet 1.00 mm thick, with plugs, washers and waste fitting, bedding in cement mortar on dwarf wall or fixing brackets and connecting and including 32mm dia PVC waste pipe complete all as specified.Make- Silver shine model No-SSSBSD-65/ Pearl No-KS 76 /Prayag No-1239 D as approved by GE.
M&L for reinforced cement concrete (nominal mix) (1:1½:3) type A1 (using 20mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, shelves and the like complete all as specified. (Note :- Reinforcement & formwork shall be measured and paid for separately)
M&L for MS TMT bars 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified .
M&L for 18-20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
Supply, fixing, laying & testing 15 mm dia (Nominal bore) galvanised iron water tubing 'medium grade' with and including all GI fittings such as unions, reducer sockets, socket reducing bends, elbows, tee, checknuts, caps, plugs etc. fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
S&F chromium plated cast copper alloy bib tap, long body, fancy type, with capastan head, screwed down, screwed for iron pipe of 15mm bore complete all as specified and directed. .Make Jaguar cat No-CON-107 KN/ Prayag No-6808/ equivalent in Hindware/ Parryware.
M&L for 25 mm thick cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in sub base of floor complete all as specified and directed
G M CONSTRUCTION COMPANY
PAWAN KUMAR
M.K Engineers
M/S Satyam Associates
M/S Electrotech Sales
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