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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAccepted-AOC C 223 MIANWALI COLONY GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | L1 | Accepted-AOC lowest bid quoted | |
| 2 | L2₹37.6 L+₹1.0 L (2.87%)Rejected-Finance | L2 | Rejected-Finance Highest bid quoted | |
| 3 | L3₹41.2 L+₹4.6 L (12.7%)Rejected-Finance NIVADA TIVAYA ROAD TIVYA MUST BUS STOP VILLAGE KHATAULI SAHARANPUR UP 247001 | SAHARANPUR | SAHARANPUR | UP | 247001 | L3 | Rejected-Finance Highest bid quoted | |
| 4 | L4₹41.5 L+₹5.0 L (13.6%)Rejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L4 | Rejected-Finance Highest bid quoted | |
| 5 | L5₹42.5 L+₹5.9 L (16.2%)Rejected-Finance | L5 | Rejected-Finance Highest bid quoted |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
9 Jan 2020, 6:00 pmClosed
GE (AF) Gurgaon
Gurgaon
PROVISION OF PARKING SHED FOR VISITORS NEAR MI ROOM, PROVISION OF WOODEN DOOR AT STAIRS IN TEJAS ENCLAVE, SPECIAL REPAIRS TO OHTs AT PUMP HOUSE NO 2/7 PROVISION OF SHED FOR SOLID WASTE MANAGEMENT (SWM) AT VSV GURGAON OF AGE B/R (AF) GURGAON AND AGE
2019_MES_305794_1
GE/GUR-/NIT-56/2019-20
Open Tender
Miscellaneous Works
Piece-work
240 days
GE (AF) Gurgaon
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) Gurgaon
₹90,000
Yes
2 Mar 2020
11 Dec 2019
11 Jan 2020
11 Dec 2019
9 Jan 2020
26 Dec 2019
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in Soft/loose soil complete all as specified and as directed.
Excavation in trenches, n. exc 1.5 m wide and n exc 1.5 m in depth in soft/loose soil for foundation and getting out, complete all as specified and as directed.
M&L for cement concrete (1:4:8), type D2 (using 40 mm graded crushed stone aggregate) as in sub base, foundation, filling and mass concrete, complete all as specified and as directed.
Use and waste of form work to sides of concrete foundations, footings, bases of columns , raft and raft beams, sides and soffits ( if any) of foundation and plinth beams; and similar work; vertical or to batter flat fair finished surface complete all as specified and as directed.
Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular fair finished surface complete all as specified and as directed.
M&L for TMT steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
M&L for TMT bars 6 to 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required including cranking , bending spiraly for hooping for columns, hooking with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) (nominal mix) 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 as directed.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) (nominal mix) in columns, pillars, piers, posts and struts complete all as specified and as directed.
Returning filling in including spreading leveling watering and well ramming in layer not exc 25cm thick complete all as specified and as directed.
Removing of excavated material n.exc 50m and geposited where directed at a level n exc 1.5m complete all as specified and as directed.
M&L for 75mm thick PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) in sub base of floor complete all as specified and as directed.
M&L for kerb stone of pre-cast PCC (1:2:4) type B-1, using 20mm graded stone aggregates, solid block or slab of size 30 cm x 20cm x 45 cm laid dry on end vertically as in road edging, jointed in cement mortar (1:6) and struck flush complete including necessary excavation, earthwork removal of spoil and temping around all as specified and as directed.
M&L for 25mm thick sand cushioning including watering and consolidations etc complete all as specified and directed.
M&L for Rubber Pressed, Glossy finsh Pre-Cast concrete interlocking coloured paving block of glass fibre reinforced vibro compacted any shape and size conforming to IS-15658:2006 of 80mm thickness made with M40 grade concrete match with grey cement and pigment etc complete all as specified and directed.
S&F MS joist channel (Fe 410-W Gde E-250 Quality A), angle or Tee section MS tubes, plates, purlins posts, rafters etc. fixed indepently or framed with or without connecting plates confirming to Grade Fe 410-0 or Fe-310-0 including special shape as required 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 including special shape as required complete all as specified and directed.
M&L for preparation of new steel surface of any description, not other wise described over 10 cm widht or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed.
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening FE-410-W Gde (E-250 quality) and fixing complete all as specified and as directed
S&F Plain black, mild steel sheeting 0.63mm thick, incl necessary fixing like welding/screwing for repair to door, windows, railing, ridges, hips, Valley gutters, drip and straight flashings complete all as specified and directed.
S&F factory made, 35mm thick prelaminated MDF shutter solid core construction with prelaimnation on both sides complete all as specified and directed.
S&F Aluminium handles, 150mm size cast type anodised complete all as specified and directed
S&F Double legged Floor door stopper of aluminium alloy body and tongue anodised with hard drawn steel spring fixed to door shutter of size 140mm.
S&F 300mm long ordinary rat tail rod pattern spring, including roller and roller plate.
S&F Mild steel sliding door bolts 300mm long with hasp, staple (bolt type) , stove enameled black with bolt not less than 12mm dia with and including a minimum of 6 bolt and nut complete
Taking down cement plaster of any description on brick walls, etc including raking out joints, hacking for key scrubbing down with water etc.
M&L for rendering 15 mm thick on brick work or concrete surfaces on walls in CM 1:6 finishing even and smooth without using extra cement complete all as specified and directed
M&L for two coats of white wash on old plaster surface of ceiling including prepration of surface complete all as specified and directed.
M&L for preparation of old plaster surface of walls and applying two coats of white wash over a coat of cement primer complete as specified and as directed.
M&L for preparation of newly plastered surface of walls and applying two coats of white wash over a coat of cement primer complete as specified and as directed.
M&L for preparation of newly plastered surface of walls and applying two coats of oil bound distemper over a coat of 2mm thick wall care putty on wall over a coat of cement primer complete as specified and as directed
M&L for completely removal of the existing treatment by wire brushing or sand paper or other scraping material as required from wall and applying two coats of oil bound distemper over a coat of 2mm thick wall putty over a coat of cement primer on old surfaces of wall including prepration of surfaces.
M&L for chipping of exposed surface of concrete and Removing & Cleaning of existing loose plaster/concrete by low impact high frequency hammer OR by manual chipping without damaging the existing good substrate or controlled sand blasting including cleaning the surfaces by air jet etc complete all as specified and directed.
M&L for Cleaning of existing reinforcement with wire/ rotary wire brush, making the surfaces free from loose material dirt etc complete all as specified and directed.
M&L for Cutting in v groove,cleaning and filling all the cracks with polymer modied applied mortar like Rendroc SP 40 complete all as specified and directed.
M&L for Drilling holes for pressure grouting of 25 mm dia., 50 to 75 mm deep in RC structural members at the intervals of 350 mm in staggered manner or as directed by Engineer-in-charge, cleaning of holes by air blower prior to fixing nozzles, fixing Teflon perforated nozzles in RC members in cleaned holes by applying thixotropic epoxy mortar to ensure complete sealing and cutting of nozzles by chisel after completion of grouting without damaging structural elements. Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications complete all as specified and directed.
M&L for Rebars which has not lost their life need to be cleaned properly with mechanical means to remove the Loose rust and to achieve complete removal of dust, REBAKLENS of Fosroc or equivalent to be applied on the steel bars complete all as specified and directed.
M&L for Anticorrosive Treatment to Reinforcement by applying zinc rich epoxy based protective coating with Zinc Rich Epoxy coating like Nitozinc Primer std of Fosroc or equivalent on the dry surface of the rebars (existing and additional rebars if provided) . Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications complete all as specified and directed.
M&L for Providing and applying structural grade two-component solvent-free epoxy resin based bonding agent with an open time of ≥6hrs (Nitobond EP of FOSROC, or equivalent) having shear strength 10N/mm² in 7 days. (Mode of measurement shall be the area of application of concrete surface). Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications complete all as specified and directed. Notes : The Area includes in this items up to 25m high over head water tank necessary scaffolding and all other arrengments deemds to includes in the rates.
Supply and application of single component, dual shrinkage compensated fiber reinforced repair mortar Rendroc Sp 40 of FOSROC or equivalent having compressive strength minimum 45MPa in 28 days and Flexural Strength 8 Mpa in 28days, for replacing the damaged part of concrete and repairing the damaged surface of concrete. The item includes cost towards all complete. Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer’s specifications
Supplying and injecting Low viscous epoxy injection resin for crack injection grouting with (Conbextra EP10 of FOSROC or equivalent) having Flexural strength of 40N/mm² in 7 days and Compressive strength of 45N/mm² in 1 day, by pressure and using injector with accessories till nozzles refused to accept the grout, all tools and materials complete and as directed by the Engineer-in-charge. Application of the products shall be by manufacturer’s.
M&L for Providing and carry out waterproofing treatment to OHT after proper surface preparation by mechanical grinding to remove loose concrete, dirt, loose mortar, curing compound etc. pre-dampening concrete surface, mixing and application of two coats of Nitocote CM 210 or equivalent (as approved by GE) using suitable brush or roller as per coverage etc. complete including all tools and tackles as per manufacturer’s specification. Coating shall be approved under UK Water Byelaws Scheme, shall be having resistance to positive water pressure – 5 Bars(50 meter) (DIN 1048)Pt 5, negative water-pressure of 3 Bars (30 meter),static crack accommodation of 0.9 mm complete all as specified & as directed by Engineer-in-Charge.
M&L for tank/reservoir lining shall be Nitocote EP405 or equivalent (as approved by GE) of 200 micron DFT, a two pack epoxy coating pecific ally designed for contact with potable water. The cured fi lm shall comply with the requirements of IS:9833 – 1981.
M&L for providing and applying high performance anticarbonation coating of min 200 micron thickness Deckguard E 200 or equivalent (as approved by GE) with 2mm static crack bridging ability,co2 diffusion resistance, chloride ion resistance complete all as specified & as directed by Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for railiing, ladders walk way railling of over head water tank complete all as specified and directed.
S&F Framed work such as grills , gratings, ladder, etc., with ends of bars shouldered and/ or riveted, or forged in to spikes; framed guard bars ; barred iron doors; ladders; framed balusters ; walk ways ; railings; frame work of water tanks and similar work conforming to Fe-290 Gde E-165 including supply and fixing angles flat iron (any section) for stairs stair railling of water tank upto 25m hight including neccesarry scaffolding complete all as specified and directed.
M&L for Welding in repairs n.exc 2.5 cm in length, Thickneess of metal to Exc 9 mm but n exc 20 mm thick complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for 100 mm thick PCC (1:2:4) type B-2 (using 40 mm graded crushed stone aggregate) as in floor finishing even and smooth without using extra cement complete all as specified and directed.
Demolition reinforced cement concrete in any description and in any position roofs, floors (other than ground floors), beams staircases, landing, chajjas Shelves and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engr-in-charge.
M&L for reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregates) as in chajjas, Shelves complete all as specified and directed.
Use and waste of form work to Chullah hoods, chajjas, roofs, shelves, weather shades, corbels, water troughs walls and similar items including edges rough finished surfaces of concrete complete all as specified and directed.
M&L for rendering 10 mm thick in CM 1:3 on RCC chajjas/facia over 20mm thick in CM 1:4 as doubing coat etc complete all as specified and directed.
M&L for preparation of old steel surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
M&L for completely removal of the existing treatment from OHT wall, domes, staging, column, beams and preparing concrete surface and applying two coat of exterior weather proof paint over a coat of primer etc complete all as specified and directed.
M&L for preparation of new concrete surface of OHT wall, domes, staging, column, beams and applying two coat of exterior weather proof paint over a coat of primer etc complete all as specified and directed.
S&F Pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified.
M&L for preparation of newely plastered surface of wall and applying two coat of cement base paint over a coat of primer etc complete all as specified and as directed.
Notes 1: Items which are required for OHT repair work shall be execute up to 25m high over head water tank necessary scaffolding and all other arrengments shall deemd to be include in the quoted rates nothing extra shall be admissible on this account to the contractor. Notes 2: All the water proofing treatment of OHT carried out by authorized applicator (as approved by GE)
M/s GANJOO AND CO
Chaudhary Constructions
PAWAN KUMAR
Phogat Builders
M/S Sharan Kumar
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