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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹48.1 L+₹2.1 L (4.56%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹48.1 L+₹2.1 L (4.60%)Rejected-Finance 7 A PUNJABI BAGH RAISEN ROAD GOVINDPURA BHOPAL M P | RAISEN | MADHYA PRADESH | 462046 | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹48.1 L+₹2.1 L (4.65%)Rejected-Finance | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹48.6 L+₹2.6 L (5.72%)Rejected-Finance | L5 | Rejected-Finance 5th lowest bidder |
Tender Value
Refer Docs
EMD Value
₹89,500
Closing Date
17 Jun 2021, 6:00 pmClosed
GE Dronachal
GE Dronachal, Dronachal Top, Neori Hills, Bhopal
PROVN OF PARKING SHED AND CERTAIN REVENUE / MINOR WORKS
2021_MES_444321_1
8615/E8
Open Tender
Civil Works
Item Rate
180 days
GE Dronachal
Refer tender documents
5 documents required · 5 mandatory
₹500
Yes
GE Dronachal
₹89,500
Yes
26 Aug 2021
20 May 2021
21 Jun 2021
20 May 2021
17 Jun 2021
3 Jun 2021
Amount
Surface excavation n exc 30cm deep and averaging15cm deep and getting out in soft and dis-integrated rock, all as directed.
Removing excavated materials (soil) exceeding 50m and not exceeding 250m metresdepositing where directed at a level not exceeding 1.5 metre above the starting point.
Excavating in post holes (or similar holes) each n exc 0.5 cum getting out in soft and dis-integrated rock, returning filling in and ramming earth or brocken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus excavated materials to a distance not exceeding 50m and making good surfaces complete all as specified and directed.
Material and labour Plain Cement Concrete type D2 1:4:8 (40mm graded stone aggregate) as in foundation filling , ramp concrete or in mass concrete .
Material and labour for 75mm thick PCC 1:4:8,type D2(using 40mm graded stone aggregate ) as in sub base,all as specified and as directed by Engineer-in-charge.
Material and labour for machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 Grade,with grey cement and no pigment of approved colour and design complete all as specified and directed.
Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by the Engineer-in-Charge,
Supply and fixing pre painted galvalume 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 screws as specified and a directed by Engineer-in-Charge.
Supply and fixing pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified and a directed by Engineer-in-Charge.
S&F Steel work in tubular trusses, Heavy Grade including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS:1161- 1998 grade St.-240 having shop coat of red oxide primer all as specified and directed.
Supply and fixing Joist, channel, angle, or tee sections of grade Fe-410-W(Gde-250) quality-'B',fixed independently with trusses, with connecting plates, such as in columns etc. having shop coat of red oxide primer all as specified and directed.
Supply and fixing plates,(plain or cheqered) channels,square cut or notched ( ordinary and counter sunk) forming holes,with riveted, bolted or welded attachment all as specified and directed by Engineer in-Charge having shop coat of red oxide primer all as specified and directed.
Material and labour for preparation of new steel surfaces of any discripton not otherwise discribed not exc 10 cm width or girth and applying two coats of synthetic enamel paint complete all as spcified and as directed.
Excavating over areas soft/loose soil, n exc 1.5 m deep and getting out
M&L for approved earth filling in floor or pavings, laid in layers n exc 15 cm thick spread , levelled and rammed including watering complete all as specified and directed:
M&L for PCC 1:2:4 type B2 (using 20mm graded stone aggregate) as in mass filling etc complete all as specified and directed
M & L for chequred coloured tiles ceramic tiles of size 20 cm x 20 cm x 25 mm thick parking tile , set, jointed and pointed in neat cement slurry (with gray cement and pigment) and including 20 mm thick screed bed in CM (1:4) for fixing of tiles complete all as directed.
M&L 150 mm thick hard core gauge broken stone or boulders exc 63 mm but n exc. 100 mm, deposited, spread and lev-elled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface
M&L 75mm PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection and hard standing complete all as specified and directed.
Removing excavated materials (soil) not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point.
Excavating in trenchs, 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 10sq m on plan and n exc 1.5m in depth and getting out soft disintegrated rock
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
M&L RCC (1:2:4) type B1(nominal mix) using 20 mm graded stone aggregate as in foundations, including rafts, footing foundation beams, plinth beam, base for coulm, etc basement slab under ream piles and mass concrete.
M&L RCC (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as in Col, Pillars post and struts etc
M&L RCC (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as in beams, cantilever, bressummers, lintel over 1.5m span etc
M&L RCC (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as on Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs andd in shelves and the like
Use and waste of formwork to sides of concrete foundation ,footing,base of column ,raft beams , sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter to rough finish surface of concrete flat.
Use and waste of formwork to soffits of suspended slabs such as roof slabs ,floor slabs ,landing and similar work not exc 200mm thick (Horizontal or sloping) to rough finish surface of concrete flat.
Use and waste of formwork to soffits of floor or roof beams, beam haunching ,grider, bressumber, lintels,cantilever ,sleves including supports ,over hang etc also splay between floor and beams to rough finish surface of concrete flat.
Use and waste of formwork to sides of pillars, posts ,struts piers ,columns and stanchion to rough finish surface of concrete square ,rectangular or polygonal.
Use and waste of formwork to edges of concrete flats ,treads, break in floors window cills, concrete railing , opening in concrete wall, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide to rough finish surface of concrete flat.
M&L TMT mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to
Ditto as item No 31 but 8mm dia and over upto and including 10mm dia in stirrups, spacers and binders
M&L Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar1:6.
M&L rendering 5 mm thick on fair faces of concrete surface in ceiling in cement mortar 1:4.
M&L for Preparing of new plaster surface and applying three coat of white wash on newly plaster surface of ceiling.
M&L, preparation of newly plastered surfaces of wall including and applying white cement base putty in patches as required and applying two coat of cement based paint on walls all as specified and directed.
Preparing of newly plaster surface and applying of three coat of white wash on wall.
M&L forming construction joint 30mm deep X 10mm wide with sealing compound grade A .
M&L cement concrete type B0 (1:2:4) using 12.5 mm graded aggregate 25 mm thick as in floor for receiving screed bed
M&L Screed bed or bedding layer of mortar 15 mm thick in (1:6) for laying floor finishes like tiles etc
M&L glazed coloured ceramic tiles in verticle surface (300x200mm) x 7mm thick, etc. set and jointed in neat cement slurry and pointed in white or colurs cement to match the colour of tiles over and including 10mm thick rendering in CM (1:4) complete all as specified
M&l for non skid ceramic tiles coloured of size area of each tile 300X300x7mm thick in floors etc set jointed in neat cement slurry and pointed in white colurs cement to match the colour of tiles over and including 15mm thick rendering in CM (1:6) complete all as specified
S&F Steel ventilators with centre hung shutter including hinges,steel peg stay, complete
M&L 3mm thick sheet glass ordinary quality and glazing with oil putty in square n. exc 0.50 sqm each pane.
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, suppling & fixing in opening as per specification & drawing
S&F Factory made solid panel pvc door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded palin colour PVC `C' channel heaving a PVC sheert strip of 20mm width suck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bbottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S frame wedded/ sealed to the stiles, & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing.
S&F 150 mm aluminium, anodised, barrel tower bolts of extruded section and fixed
S&F 150mm Aluminium handles , cast type anodised
S&F butt hinges, extruded alluminium,with mild steel hinge pin,bright polished and fixed, type 100mm size C21
S&F 15 mm dia medium grade galvanized water tubes with all fittings and fixed complete to wall & ceilings and laid in floor, roof top etc.
S&F 15mm dia bib tap cast copper alloy chromium plated with crutch (or) butterfly handles, screwed down screwed for iron pipe or for brass ferrule and fixed.
S&F 15 mm dia Stop valves, cast copper alloy screwed presure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed but fancy type chromium plated with long shank and cup (concealed type)
S&F 15 mm pillar taps, cast copper alloy, with capstan heads, 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 vitreous china squatting pan "Orissa" Pattern size 580x440mm white with integral foot rests incl connecting to `P' or `S' trap and to finish pipe anti syphonage pipe etc complete (excluding flushing cistern & flush)
Supply only 10 ltr PVC valveless, syphonic action type, flushing cistern, low level, white, with intel, ball valve, float and handle including brackets (Fixing rate included in Ser item No 46 above of WC item)
S&F PVC connection 15 mm size with PTMT nuts of length 450mm.
S&F viterous china wash basin, white, flat back, size 550x400mm excludding taps, waste , chain and plug and porcelain stopper but including brackets
S&F 32 mm waste coupling of PTMT (half or full threaded) Minimum weight 32mm-45gms)
Same as in Sr Item No 58 but suitable for urinals (Minimum weight 32mm-45gms)
S&F as in repair tubular towel rail, brass chromium plated 20 mm dia `D' type 60 cm long between flanges
S&F Viterous China bowl urinal flat back, size of 465 x 355 x 265 mm white (miniumum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe)
S&F liquid soap container of PTMT fixed with and including Chromium plated brass screws and wooden/platic cleats (Minimum weight 105gms)
S&F PVC (SWR) floor trap 75mm dia of outlet plain with grating including jointing with solvent cement
S&F PVC (SWR) bend any radius (75mm bore)
M&L 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls
M&L 100 dia mm stack clamps out of 50mm by 5mm flat iron and 16mm dia round iron stays. Including bolts and nuts and securing ends of stays to wall or roof
S&F 110 mm dia PVC (SWR) vent cowl
Sheet glass shelf assembly consisting of 5.5mm thick sheeet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long
M&L for 40 mm thick DPC in cement concrete 1:2:4 Type B0 to horizontal or verticle surfaces including necessary fornwork
S&F for 500 ltrs capacity rotational moulded pollyethylene water storage tank (cylindrical vertical withdclosed top) hoiusted and fixed in position
M & L for provn of polymeric water proofing treatment to accessible RCC roof as under and all specified:- (a) Preparation of RCC roof surface including roughning & providing 10mm thick plaster in CM 1:4 mixed with and including water proofing compound @ 3% by weight of cement. After the plaster is cured the roof will be tested for water tightness by ponding with water for seven days for any seapage and leakeges etc. if any seapage is observed the rectification will be carried out by pressure grouting under the pressure of 5kg/sqcm using cement based cement grout. After the surface is repaired the slab will be tested for water tightness again before processing further treatments (b) The surface of roof, parapet and gutters, drain mouth etc. over which water proofing treatment is to be applied shall be cleaned of all foreign matter such as fungus, moss, dust etc. by wire brushing and dusting. For cast iron/ PVC drain outlets a groove shall be cut arround the tuck in treatment. Concrete angle fillets shall be provided at junctions between roof and vertical faces of walls (parapet and other walls) arround obstacles such as pipes, chimney stacks etc. and other similar situation to ease up about corners. ( c ) Applying bitumine based primer conforming to IS 3384 @ 0.3Kg/sqm to be applied on prepared surface till the surface is propperly impregnated. (d) M & L for laying one layer of polymeric water proofing membrane weighing 3kg/sqm consisting of centre core of minimum 90 microm HM HDPE proccesses on both side with a high quality polymeric asphaltic mix with further protected with thermofusible HM HDPE film with an overlap of 100mm on both side and ends by tourch appication method as per manufacturer's instruction. The overlap while tourching shall be 100mm in longitudinal direction and 100mm in transverse direction. All over lap joints shall be sealed throughly by thermo fusing both the membrane layer and sealing it with the help of hot trowel. The over lap joints shall be made as a monolithic layer complete all as specified. laying shall be done in horizontal as well as in vertical surfaces of parapet including cutting grooves in brick / RCC parapet wall 75mm wide and 65mm deep and insert membrane. filling the groove after insertion of membrane with CM 1:3 and making good complete (e) All joints and changes in direction should be curved with cement mortar 1:3 mixed with SBR Latex @ 200ml per bag of cement and cured well before laying the treatment. (f) A fillet of PCC 1:2:4 of 100 x 100mm shall be provided at all junctions of vertical and horizontal surface and wherever there is a change in direction. The membrane should not be taken over at any steep turns and hence all corners/ junctions should be rounded. (g) Applying aluminium paint in two coats @ 100gm/sqm in each coat of finished membrane surface complete all as specified and as directed at site
M&L for Applying one coat bitumen grade 85/25 @ 1.2 Kg/Sqm over APP membrane
M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra cement) using water proofing compound @ 3% by weight of cement complete all as specified and directed. Note :-(WPC will be measured & paid separately under relevant item)
Supply only integral water proofing compound.
M&L for precast RCC cover slab 1:2:4 (Type B1) using 20 mm graded stone aggregate set in cement mortar 1:6 including necessary form work set in CM (1:6) as in manhole cover.
M & L Concrete bed to drain pipes 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) including packing under, and haunching against the side of pipes after they are laid and tested for 150mm internal dia of pipe.
M&L 150 mm internal dia of reinforced cement concret drain pipe class NP-2 laid in tenches and jointedwith collars specified .
Cutting into existing manhole for connecting new drain pipes and making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 100mm complete.
Point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits), with multi-stranded copper conductor 1.5 Sq. mm nominal cross-sectional area, single core, PVC insulated and unsheathed FRLS cable 1100 volts grade, ISI-694 marked with valid CML No. in and including medium grade, PVC concealed conduit and conduit accessories concealed in wall/roof/floor etc, ISI marked with valid CML No.(IS-9537-1983 for conduits and IS:3419:1976 for conduit accessories), with mild steel/pressed steel sunken boxes( with earth dolly) duly painted with two coats of anti corrosive paint/aluminium paint over a coat of red oxide primer internally, and two coats of black bituminous paint over a coat of red oxide primer externally, covered with 3 mm thick plastic laminated sheet cover for fixing of switches, sockets and fan regulators etc, including PVC insulated multi-stranded copper conductor 1.5 Sq mm nominal cross sectional area single core FRLS cable as earth continuity conductor to common earth and connecting to earth dolly complete all as specified and directed at site for the following:-
One light point controlled by one switch.
One Exhaust fan point controlled by one switch.
One 3 pin socket outlet on same board.
Supply & Fixing only DB SPN 240 Volts 200 Amps rates bus bar having 4 way double door shutters.
S&F MCB SPN 240 Volts of capacity 40 Amps complete all as directed by Engineer-in-Charge.
S&F MCB SP 240 Volts of capacity 5 to 30 Amps complete all as directed by Engineer-in-Charge.
S&F sub main wiring 4 Sqmm with two runs of 4 sqmm single core multi stranded copper conductor and one ron of 2.5 sqmm in PVC conduint including all fitting fixed on wall/ceiling including 1.5 Sqmm PVC insulated copper earth wire connected to earth, complete all as directed by Engineer-in-Charge.
Supply & fix LED tube light along with fixture, 22 W
S&F switch Piano type, 5 Amps 250 Volts single pole one way.
Supply and fixing socket outlet 5 pin flush 6 Amps multi pin 2/3 pin.
S&F ceiling rose surface bakelite 65x60 mm, 3 terminal complete all as directed.
Supply and lay pipe galvanized, “Medium class”, including fittings 25 mm dia.
Supply and fixing gun metal gate valves 25 bore with iron wheel head screwed both ends for galvanised iron pipe of following sizes, including taking out old unserviceable gate valves
Samaksh Enterprises
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