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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.6 LAccepted-AOC 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹66.5 L+₹1.8 L (2.74%)Rejected-Finance TP 117 2ND FLOOR MAURYA ENCLAVE PITAMPURA DELHI 110034 | DELHI | DELHI | DELHI | 110034 | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹71.2 L+₹6.6 L (10.1%)Rejected-Finance BASEMENT PLOT NO 17 4657 21 ANSARI ROAD CENTRAL DELHI NEW DELHI 110002 | CENTRAL DELHI | DELHI | 110002 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | Rejected-Technical | - | Rejected-Technical Not approved for opening of Cover 2 being two class below. |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
23 Jan 2021, 6:00 pmClosed
CWE No 2
CWE No 2 Delhi Cantt-10
SPL REPAIRS AND RENOVATION TO AREA BETWEEN E AND F BLOCK AND REPAIR/REPLACEMENT OF OLD CORRODED MS PIPE FOR AC AND FIREFIGHTING PIPE LINE B/W ARC BLOCK AND MAIN BLOCK OF MAIN BUILDING COMPLEX AT CABINET SECTT NEW DELHI UNDER GE E/M BASE HOSPITA
2020_MES_405145_1
CWE/BH-18/2020-21
Open Tender
Civil Works
Item Rate
180 days
Cabinet Sectt
As per Tender documents
8 documents required · 8 mandatory
₹1,000
GE E/M BASE HOSPITAL
₹1.4 L
Yes
1 Mar 2021
19 Dec 2020
25 Jan 2021
19 Dec 2020
23 Jan 2021
11 Jan 2021
Amount
Demolition of brick work built in cement mortar 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 as directed.
Excavating over areas, not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified & directed.
Removing excavated material exceeding 1.50 km but not exceeding. 5 km and depositing where directed complete all as specified & directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified & directed.
Demoilition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (re-inforcement cut as required to facilitate demolition) complete all as specified & directed.
Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded in any cement mortar complete all as specified & directed.
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified and as directed.
M&L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass concrete complete all as specified & directed.
M&L for 100 mm thick cement concrete 1:3:6 type C2 (using 40mm graded crushed stone aggregates) as in floors complete all as specified and as directed.
M&L for RCC (Desgin Mix) M-25 grade rough finished surface of concrete (flat) using 20 mm graded crushed stone aggregates 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 & directed.
M&L for RCC(Desgin Mix) M-25 rough finished surface of concrete (flat) grade using 20 mm graded crushed stone aggregates as in columns, pillars, piers, posts and struts complete all as specified & directed.
M&L for RCC (Desgin Mix) M-25 rough finished surface of concrete (flat) grade using 20 mm graded crushed stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified & directed.
M&L for (Desgin Mix) M-25 rough finished surface of concrete (flat) grade using 20 mm graded crushed stone aggregates 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 & directed.
M&L for formwork rough finished surface of concrete (flat) 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 complete all as specified & directed.
M&L for formwork rough finished surface of concrete (flat) to sides of pillars, posts, struts, piers, columns and stanchions surface finished fair complete all as specified & directed.
M&L for formwork rough finished surface of concrete (flat) to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc surface finished fair complete all as specified & directed.
M&L for formwork rough finished surface of concrete (flat) to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; n. exc. 200 mm thick (horizontal or sloping) surface finished fair complete all as specified & directed.
M&L for formwork rough finished surface of concrete (flat) to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n. exc. 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc. 10cm but n exc 20cm wide surface finished fair complete all as specified & directed.
M&L for mild steel TMT 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 0.9 mm dia or securing with clips complete all as specified & directed.
All as per serial item No 20 here-in-before but 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified & directed.
M & L for brick work with sub-class B brick straight or curved on plan built in cement mortar (1:6) complete all as specified and directed
M & L for brick work with sub-class B brick straight or curved on plan built in cement mortar 1:4 in half brick thick complete all as specified and directed
M&L for 25m thick cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as base to floor tiles complete all as specified & directed.
M&L for flame finish granite stone work 18-20 mm thick, (table rubbed and polished) as in steps, 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, laid over and including 20 mm thick screed bed in cement mortar 1:4 complete all as specified & directed.
M&L for flame finish granite stone work 18-20 mm thick (table rubbed and polished) machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete, laid over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified & directed.
M&L for flame finish granite (of any type) tiles 18-20 mm thick (table rubbed and polished) machine cut, in skirting/ dado bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete, laid over and including 10 mm thick screed bed in cement mortar 1:4 complete all as specified & directed.
M & L for digital coloured anti skid paver tiles area exc 0.08 sqm but n.exc 0.18 sqm of approved shade 10 to 12mm thick laid in floors set and jointed in neat cement pointed in white cement with pigment to match the shade over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.
M & L for coloured digital printed Vitrified tiles of approved shade of size 800mmX800mm and 10 to 12mm thick laid in floors with spacers, set and jointed in neat cement pointed in epoxy tile grout to match the shade over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.
S&F for stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-Charge. Note: SS Railing shall be factory made. Welding shall not be allowed at site.
M&L for rebaring or anchoring of 16 mm dia bar upto minmum 10d depth using heavey duty HILTI Re500V3 with a pre-defined ratio (3:1) of resin and hardner. the chemical should have service life of more than 50 yrs and is to be tested for water tightness. The installation and setting instruction should be strictly followed as per manufacturer's recommendations Re500V3 for rebar application must have approval for seismic, Fatigue and fire. complete all as specified andd directed.
M&L for rebaring or anchoring of 10 mm dia bar upto minmum 10d depth using heavey duty HILTI Re500V3 with a pre-defined ratio (3:1) of resin and hardner. the chemical should have service life of more than 50 yrs and is to be tested for water tightness. The installation and setting instruction should be strictly followed as per manufacturer's recommendations Re500V3 for rebar application must have approval for seismic, Fatigue and fire. complete all as specified andd directed.
Taking down chowkhat without taking off shutters of any description exc 1.5 sqm and n-exc 4 sqm each complete all as specified and directed.
S&F for sensor operated automatic sliding door frameless with 12mm thick toughened glass of approved design & pattern & Top rail & Senser & complete fitting as per manufacturers instruction & specifications including safety senser complete all as specified and directed. Make : Ozone/ Dorma
S&F 12mm thick designer glass toughened door frameless of approved size (size of each shutter n.exc 2.50 Sqm) incl designing, laser cutting, logo as per design , acid washing, incl cutting , wastage and grinding including door floor spring suitable for weght of above door of ozone dorma, stainless steel patch fitting pinion, top and bottom hinges, stainless steel door lock sets, stainless steel handles of Ozone Dorma complete all as specified & directed
S&F 12mm thick plain/frosted toughened glass as in partition fixed with stainless steel brackets & clamps complete all as specified and as directed.
M & L for providing precast cement concrete jali 50 mm thick 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire, including centering & shuttering, roughning, cleaning, fixing and finishing in cement mortar 1:3 ( 1 cement: 3 fine sand) etc complete all specified and as directed.
M&L in repair for GI metal false ceiling lay in plain regular edge white color tiles of size 595X595X0.5mm thick with 8mm drop made of GI sheet having galvanizing of min 120 gms/sqm (both side inclusive ) & electro statically polyester powder coated of thickness 60 microns(min) including factory painted after bending ceiling grid shall be following min sizes: main T section(24X38X0.3mm 3m long) @ 1200mm c/c, Cross T section (24X25X0.3mm 6m long) @ 600mm c/c, wall angle (24X24X0.3mm 3m long), hanger rod 4 mm Adjust clip (85X30X0.8mm), soffit cleat (27X37X25X1.6mm) , Dash fastener (12.5 mm dia), innlcuding dismantling of existing false ceiling with grid complete specified and directed.
Excavating in post holes in hard dense soil (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 to a distance n exc 50m and making good surface complete all as specified & directed.
M& L for coloured PU coated machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-35 Grade with grey cement & pigment laid over and including 25mm thick sand cushion after well ramming, watering & compacting complete all as specified & directed.
All as per serial item No 40 here-in-before but refixing only of interlocking paver block including 25mm thick sand cushion after well ramming, watering & compacting complete all as specified & directed.
M&L for preparation of new surfaces of any description over 10 cm width or girth not otherwise described & applying two coats of synthetic enamel paint over a coat of redoxide primer complete all as specified & directed.
S&F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete as directed by Engr- in- Charge.
M & L for complete removal of existing treatment on old RCC/plastered surfaces up to 11 storey height by mechanical grinding of the external RCC/Plastered surfaces with mechanical device, including scrapping down moulds, moss, loose particles, dust etc and cleaning the surfaces by wire burshing, washing down with water and filling voids and holes with wall care putty & POP and making the surfaces even and fair with sand paper complete all as specified and directed.
M&L for preparation of existing old RCC/plastered external surfaces and applying 3mm thick birla white wall care putty in two coats and making surface even and smooth upto 11th storey of the building complete all as specified and directed.
M & L for applying two coats of exterior emulsion weather coat 1st quality over one coat of primer at upto 11th storey of the building including all necessary scaffolding / jhulla with safety measures complete all as specified and as directed by Engineer-in-Charge.
Taking down cement plaster on brick or concrete surface of any description on wall or on ceiling including, raking out joints hacking for key scrubbing down with water et complete all as specified and as directed
M & L for 15 mm thick rendering in cement mortar 1: 6 on brick / concrete surface of any description surface in patches finished even & smooth without out using extra cement complete all as specified and as directed
M & L for 15 mm thick rendering in cement mortar 1:4 on any faces of brick / concrete surfaces, finished even & fair without using extra cement complete all as specified and as directed.
M & L for preparatiion of new plastered surfaces of walls and applying two coats of exterior emulsion weather coat 1st quality over a coat of primer & 3mm thick wall care putty complete all as specified and as directed.
M&l for applying two coats of Plastic emulsion paint over a coat of primer including 3mm thick wall care putty on new plastered surfaces complete all as specified & directed.
M&l for applying two coats of Plastic emulsion paint over a coat of primer including 3mm thick wall care putty on old plastered surfaces including preparation of old sufaces & complete removal of existing treatment complete all as specified & directed.
S&F in repair SFRC 65mm thick perforated drain covers complete all as specified & directed.
Supply,laying,testing and connecting in replacement MS pipe Size 300 mm dia, heavy duty, not less than 5.20 mm wall thickness, flanged ends including rubber packing nut, bolt ,washer and butt welded fittings conforming to IS -3589 complete all as per site requirement and all as directed by Engineer-in- Charge.
All as per serial No 54.01 here-in-before but of size 250 mm bore.
All as per Serial No 54.01 here-in-before but of size 200 mm bore.
All as per Serial No 54.01 here-in-before but of size 150 mm bore.
All as per Serial No 54.01 here-in-before but of size 100 mm bore.
All as per Serial No 54.01 here-in-before but of size 80 mm bore.
M & L for insulation of MS pipes Size 300 mm dia with PUF slab 40mm thick with and including appling bituminuous compound and GI cladding with 26 gauge GI sheet complete
All as per Serial No 60.00 above but of size 250 mm bore
S&F in replacement of butterfly Valve 250 mm dia with flange ends including rubber gasket,necessary nuts,bolts and washers as required at site conforming to IS 13095 complete all as specified and directed by Engineer-in- Charge.
All as per Serial No 62.00 above but of size 200 mm bore.
All as per Serial No 62.00 above but of size 150 mm bore.
All as per Serial No 62.00 above but of size 100 mm bore.
All as per Serial No 62.00 above but of size 80 mm bore.
S&F in replacement of unserviceable yard fire hydrant landing valve ,flanged type with single outlet,size 63 mm bore made of tin leaded bronze with female mouth and cast iron wheel and blank cap and chain complete,IS:5290 marked all as specified.
S&F in replacement of standard short size branch pipe with hand operated gunmetal 15 mm nominal bore outlet with instantaneous type 63 mm dia coupling as per IS: 903 complete all as specified and directed
S&F in replacement of hose reel drum 36 m complete in all respect as specified and directed.
S&F in replacement of unserviceable synthetic fibre woven jacketed rubber lined fabric reinforced fire hose reel ,circular shaped,size 63 mm bore x 15 mtr long each ,Type -A IS:636 marked,complete with gun metal delivery hose,heavy duty,instantaneous pattern with pair of male and female parts with copper binding wire ISI MArked all as specified
Dismantling corroded/worn out yard fire hydrant box from brick pillar foundation and supply and install in replacement yard fire hydrant box, outdoor type of internal size not less than 800 X 600x250mm made out of 18 SWG thick CRCA mild steel sheet, factory made, totally enclosed with front side hinged openable double door frame made of 16 gauge with locking arrangement and pad lock duly painted with two coat of red post office colour synthetic enamel paint on outside surface and white colour paint on inside surface over a coat of red oxide primer comprising 4 mm thick glass on front side openable cover inscribed with word 'FIRE' with red synthetic enamel paint. The box to be installed on brick pillar foundation with suitable size of MS foundation bolt grouting all as per site requirement and as directed.
Excavation in trenches not exc 1.5 m wide and not exc 1.5 m deep in for foundation etc. shafts, wells, cesspits, manholes, pier holesetc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed.
Returning filling including leveling,watering and well ramming soil in layers not exceeding 25 cm thick all as directed by Engineer-in- Charge.
Removing the excavated materials not exceeding 50 m and depositing where directed at level not exceeding 1.5 m above the starting level complete all as specified and directed.
Excavation in trenches not exc 1.5 m wide and exc 1.5 m depth but not exceeding 3 m for foundation etc. shafts, wells, cesspits, manholes, pier holesetc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed.
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