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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-AOC 852 EKTA VIHAR 1 C NEAR ANAND NAGAR 9 B PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹14.1 L+₹1.0 L (7.63%)Rejected-Finance | L2 | Rejected-Finance Being L2 |
Tender Value
Refer Docs
EMD Value
₹24,000
Closing Date
8 Jun 2022, 6:00 pmClosed
Sh Himanshu, IDSE
MILITARY ENGINEER SERVICES GARRISON ENGINEER SOUTH TARAPORE ENCLAVE PATIALA CANTT
As per tender documents
2022_MES_518795_2
GE(S)/PAT/T-04/P/2022-23
Open Tender
Civil Works
Item Rate
180 days
Mil Stn Patiala
Refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE (South) Patiala
₹24,000
Yes
30 Jun 2022
19 May 2022
10 Jun 2022
19 May 2022
8 Jun 2022
26 May 2022
Amount
Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth not10.sqm on plan and not exc 1.5 Mtr depth and getting out in soft /losse soil for foundations, etc or for shafts, wells, cesspits, manholes, pier holes, etc complete all as specified and directed by Engineer-in-Charge.
All as per Serial item No. 1 here in before but exceeding 1.5 mtr and not exceeding 3.00 mtr depth.
Earth work in excavation by mechanical means all kind of soil (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge
All as per Serial item No. 3 here in before but exceeding 1.5 mtr and not exceeding 3.00 mtr depth.
All as per Serial item No. 3 here in before but exceeding 3.0 mtr and not exceeding 4.5 mtr depth.
All as per Serial item No. 3 here in before but exceeding 4.5 mtr and not exceeding 6.00 mtr depth.
Removing excavated material(soil) to a distance not exc 50 m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick in soils complete all as specified and directed by Engineer-in-Charge.
M&L Brick work using old size Sub class “B” bricks, straight or curved on plan not exceeding 6 metre mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
M&L Cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation of manholes complete all as specified and as directed by Engineer-in-Charge.
M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cemnt complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4, type B1, using 20mm size graded stone agregates as in bands, copings, etc., including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L Reinforced concrete pipes, class NP3 laid and jointed in cement mortar (1:1) complete with collars bore in pipes 150mm, complete all as specified and directed by Engineer-in-Charge.
M&L in repair Reinforced concrete pipes, class NP3 laid and jointed in cement mortar (1:1) complete with collars bore in pipes 200mm, complete all as specified and directed by Engineer-in-Charge.
M&L Reinforced concrete pipes, class NP3 laid and jointed in cement mortar (1:1) complete with collars bore in pipes 600mm, complete all as specified and directed.
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L TMT bars 8 mm dia cut to length bent to shape required including cranking bending spirally hooking ends and binding with mild steel wire not less than 0.9mm dia (annealed) complete all as specified and directed by Engr-in-Charge. Note : The payment shall be made only after placing of cover on manholes.
Cutting into existing manhole for connecting new drain pipe (150mm dia), making good to pipe and rendering, cutting out existing benching for and forming brench chennel in cement concrete 1:2:4 type B-1 smooth finished etc. complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manhole for connecting new drain pipe (200mm dia), making good to pipe and rendering, cutting out existing benching for and forming brench chennel in cement concrete 1:2:4 type B-1 smooth finished etc. complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.
Use & waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 3.00m but not exceeding 6m deep complete all as specified and directed by Engr-in-Charge.
Use and waste of form work to faces of walls, retaining walls, RCC circular manholes, parapets and stair cases rough finished curved surfaces of manholes etc complete all as specified and directed by Engr-in-Charge.
M&L for reinforced cement concrete Type B-0, nominal mix 1:1.5:3, (20 mm graded aggregates) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed by Engr-in-Charge.
TMT bars 10mm dia and overcut to length bent to shape required including cranking bending spirally hooking ends and binding with mild steel wire not less than 0.9mm dia (annealed) complete all as specified and directed by Engr-in-Charge. (Note : The payment shall be made only after placing of cover on manholes).
M&L PCC in surface channels,benching in sewers,drains etc type B1 (1:2:4) using 20 mm graded stone aggregate complete all as specified and directed by Engr-in-Charge
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed by Engr-in-Charge.
S&F mild steel rungs as in steps of manhole confirming to Fe -290 GDE E- 165 complete all as specified and directed by Engr-in-Charge.
S&F manhole cover SFRC factory made of size 560 mm dia with steel frame heavy duty complete all as specified and directed by Engr-in-Charge.
M&L Brick work using old size with sub class 'B' bricks straight or curved on plan exceeding 6mtr mean raidus bulit in C:M 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in bulit in C:M 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L 40mm thick damp proof course 1:2:4 type B-0 and applying evenly a tack coat of blown bitumen 85/25 @ 1.2kg per sqm. And laying 150 micron thick polythene film complete all as specified and directed by Engineer-in-Charge..
Forming embankments including raising earth spreading of soil in layers n exc. 30cm thick,watering, ramming/ rolling and finishing to required size, shape etc. n exc. 1.5m high from base complete all as specified and directed by Engineer-in-Charge.
75 mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone agg. as in sub base complete all as specified and directed by Engineer-in-Charge.
PCC 1:3:6 (20mm graded stone aggregate) type B-1,50mm thick as in plinth protection complete all as specified and directed by Engineer-in-Charge.
PCC 1:2:4 type B-I, (20mm graded stone aggregate),25mm thick as in floor finishing surfaces of concrete even and rough without using extra cement complete all as specified and directed by Engineer-in-Charge.
Form work to soffits of suspended roof slabs not exceeding 200mm thick (Horizontal or sloping) rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
Form work to edges of concrete slabs n exc 20cm thick complete all as specified and directed by Engineer-in-Charge.
RCC 1:2:4 Type B-1 using 20mm graded stone agg. as in lintels , bands beams etc incl all necessary form work complete all as specified and directed by Engineer-in-Charge.
RCC 1:2:4 Type B-1 using 20mm graded stone agg. as in roof slab complete all as specified and directed by Engineer-in-Charge.
M&L TMT bar 10mm dia & over cut to length,bent to shape as required annealed with mild steel wire not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
All as per above item here in before but 8mm dia in striups.
Rendering 10mm thick cement plaster in CM 1:3 on roof surfaces using WPC as per manufacturer instructions complete all as specified and directed by Engineer-in-Charge. Note:- WPC supply only shall be measured and paid for separately.
S&F steel windows and ventilator fixed type complete with glazing bars dovetailed of welded ready for wire mesh/glass pan fixing complete all as specified and directed by Engineer-in-Charge.
Solid PVC door frame of size 50mmx47mm made out of 5mm plan colour PVC sheet rainforcedforced with MS square tube complete all as specified and directed by Engineer-in-Charge.
Factory made solid PVC door shutter 30mm thick (style) consisting of frame made out of MS tube for top and bottom rail MS frame shall be covered with heat moulded plain / coloured PVC "C"channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the style & rail with suitable PVC sheet beadig and jointed togeather with solvent complete all as specified and directed by Engineer-in-Charge.
S & F 100 mm size PVC butt hinges complete all as specified and directed by Engineer-in-Charge.
S & F 125 mm PVC handles complete all as specified and directed by Engineer-in-Charge.
S & F 200 mm long PVC tower bolt complete all as specified and directed by Engineer-in-Charge.
4mm thick, frosted sheet glass ordinary quality and glazing, with oil putty in Squares n.exc 0.5 Sqm each complete all as specified and directed by Engineer-in-Charge.
Galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture not more than 1.18 mm and fixed with tinned tacks or galvanized wire staples complete all as specified and directed by Engineer-in-Charge.
15mm thick cement plastering in cement mortar 1:4 brick or concrete surfaces of wall finished fair and even complete all as specified and directed by Engineer-in-Charge. Note:- WPC supply only shall be measured and paid for separately.
M&L rendering 10 mm thick on brick walls in CM 1:6 finished even and smooth wiithout using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L rendering 5mm thick on concrete surface of ceiling in CM 1:3 finished even and smooth wiithout using extra cement complete all as specified and directed by Engineer-in-Charge.
Supply only integral water proofing compound complete all as specified and directed by Engineer-in-Charge.
Preparation of new steel primed surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
M&L Premium (1st) quality, straight edge, punched coloured Glazed ceramic tiles in vertical surface 300X200X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match & including screed of 10 mm thick rendering in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
M&L anti-skid premium (1st quality), straight edge ceremic tiles ( joint free) of size exceeding 0.11 sqm but not exceeding 0.18 sqm x 7 to 8 mm thick, in floor etc. set and jointed in neat cement slurry @ 3 Kg per square metre and pointed in white or coloured cement to match, including 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
Preparation of newly plastered surfaces of walls etc., and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.
Preparation of newly plastered surfaces of ceiling etc., and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.
Preparation of newly plastered surfaces of walls etc., and applying two coats of cement base paint complete all as specified and directed by Engineer-in-Charge.
S&F 100 mm cast iron soil waste and vent pipe in any length with or without ears laid in floor complete all as specified and directed by Engineer-in-Charge.
S&F 75 mm cast iron soil waste and vent pipe in any length with or without ears laid in floor complete all as specified and directed by Engineer-in-Charge.
S&F 75 mm cast iron soil waste and vent pipe in any length with or without ears fixed to wall complete all as specified and directed by Engineer-in-Charge.
S&F 100 mm cast iron bend complete all as specified and directed by Engineer-in-Charge.
S&F branch pieces single 100 mm (equal or unequal) ordinary or inverted complete all as specified and directed by Engineer-in-Charge.
S&F 100 mm trap P or S trap complete all as specified and directed by Engineer-in-Charge.
S&F 75 mm cast iron cowl's complete all as specified and directed by Engineer-in-Charge.
CI floor trap 75mm outlet complete all as specified and directed by Engineer-in-Charge.
150mmX150mmSalt-glazed stoneware gully traps, square or round mouthed, tvpe 'P' complete all as specified and directed by Engineer-in-Charge.
M&L Bends up to 150 mm bore pipe (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore steel water tubing medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floor etc complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore steel water tubing medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floor etc complete all as specified and directed by Engineer-in-Charge.
M&L Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for 15mm bore of iron pipe or for brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge.
M&L Stop valves, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for 15mm bore of iron pipe or for union and fixed complete all as specified and directed by Engineer-in-Charge.
M&L Stop valves, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for 20mm bore of iron pipe or for union and fixed complete all as specified and directed by Engineer-in-Charge.
M&L Piller 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 15mm bore of iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
M&L Vitreous china squatting pan, Orissa pattern, size 580x440mm white/ coloured with integral foot rests including flus pipe and connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete all as specified and directed by Engineer-in-Charge.
M&L PVC 10 ltr. Cap. valveless syphonic action type, flushing cictern, low level, white/ coloured with inlet, ball valve, float and handle including brackets and connection to pipe etc. complete all as specified by Engineer-in-Charge.
M&L Viterous china, wash hand basin, white, flat back, size 550x400mm including 15mm dia CP pillar tap, cast copper alloy, with capstan head, CP, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shank and flynut, PVC waste pipe 32mm bore and mild steel brackets, fixed all in repairs, including cutting for or pinning in brackets complete all as specified and directed by Engineer-in-Charge.
S&F chromium plated greatings as in floor etc. complete all as specified and directed by Engineer-in-Charge.
S&F rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 Ltr capesity hoisted and fixed in position complete all as specified and directed by Engineer-in-Charge.
M&L Ball brass valves, high pressure, with polythene float and fly nut complete screwed for 20mm bore iron pipe complete all as specified and directed by Engineer-in-Charge.
M&L Salt glazed stoneware drain pipes 150mm bore laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge.
M&L Precast RCC 1:2:4 type B1 using 20mm graded crushed stone agg as in manhole cover slabs, of any thickness, size or shape incldg necessary form work, finished concrete surfaces fair & even in CM complete all as specified and directed by Engineer-in-Charge.
M&L for point wiring with 1.50 sqmm in copper conductor cable ( multistrand) FRLS single core PVC insulated cable in and including PVC concealed conduit ( ISI Marked) of heavy duly with all accessories ie PVC gutties etc terminated in sunken/pressed metal flush box and white modular cover plate with frame for mounting of switches /sockets/ fan regulators etc and continuous earth wire 1.5 Sqmm copper cable PVC insulated FRLS controlled by one switch for one light/fan/sockets point/ all as specified and directed by Engr-in-Charge in ceiling Portion surface conduit wiring to be done. Note : i) Eye/bottle thimbles shall be used for connection in switches/sockets & MCB's in DB's without any extra cost ii) Electric rewiring should be done in proper colour coding i.e. Red for phase, Black for neutral and Green for Earth.iii) Neccessary cutting chasing wherever required and making good the disturbed surface shall be part of job at no extra cost for the following . One light/fan point controlled by one,one way switch
S&F Modular Switch 1 way, 6A, 1 module complete all specified and as directed by the Engineer-in-Charge
Material and labour for ceiling rose surface type, 65 mm x 50 mm two to three terminals / PVC / polycarbonate, isolated body fixed on PVC block complete all specified and as directed by the Engineer-in-Charge
Supply and fix epoxy powder coated MCB, DB, double door SPN 4 way for MCBs with common bus-bar at incoming end of outgoing MCBs grouted/ flush to wall all as directed and specified by Engineer-in-Charge.
S&F MCB, SP 06- 32 A, 10 kA, 'B' curve, complete all specified and as directed by the Engineer-in-Charge.
S&F MCB, SPN, 40 A, 10 kA, 'B' curve, complete all specified and as directed by the Engineer-in-Charge.
Supply and fixing Exhaust fan 300 mm sweep matelic body AC single phase 230V with self closing louvers, including electrically connecting with twisted three core PVC insulated unsheathed flexible cord of 0.75 Sqmm copper conductor from ceiling rose to Exhaust fan complete all as specified and directed by Engineer-in-Charge.
Material and labour for angular type lamp holder, PVC/ polycarbonate type with back plate suitable for 7 to 18 watts for batten fitting, complete all as specified by Engineer-in-Charge.
Supply and fix LED Lamp LED 9 W Ball Lamp complete all as specified by Engr-in-Charge.
S&F Energy saving LED light fitting, 1 x 20 watt, 230 volts, Decorative ultra slim linear LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient ready to use pack. with electronic driver and with best quality diffuser high lumen output, 2.5 KV voltage surge protection, PF 0.98, THD < 10% suitable for surface/pendant mounting complete with all accessories including and connecting of with twin core of PVC insulated 0.75 Sqmm copper conductor cable.
Supply & lay ement of existing unserviceable XLPE insulated, armoured heavy dutyelectric cable with aluminium conductor, 1100 volt grade of crosssectional area 6 Sqmm 2 Core all as specified & directed by Engr-in-Charge.
Tube light grade galvanised 40 mm bore with all fitting laid in trenches/across road for cable protection complete all as specified and directed by Engr-in-Charge
Clean dry sand laid in trenches/ ducts for bedding and cushioning to cable, 8cm in depth before laying the cable and 15 cm in depth after laying the cable including spreading, levelling and consolidation complete all as specified and directed by Engr-in-Charge.
Brick work using sub class B bricks, class designation 100, old size, laid flat adjacent to each other, length wise perpendicular to the central axis of cable complete all as specified and directed by Engr-in-Charge.
M&L Tubes, `medium grade', galvanised, 25mm bore,with a llfittings; laid intrenches with complete all as specified and directed by Engr-in-Charge.
M&L Stop valves/ Gate valve, cast copper alloys crewed pressure,with crutch of butterfly handle,screwedbothends for 25mm bore iron pipe for unions complete all as specified and directed by Engr-in-Charge.
M&L Earthing complete with 600mm x 600mm x 6.0 mm galvanised steel earth plate electrode buried vertically in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate at a depth of not less than 1.5 m below ground level, connected to and including GI Strip of size 32mm x 6mm by means of bolts, nuts and check nuts and washers of galvanised steel (and 50 mm dia GI light grade pipe for protection of GI strip) to the extent of 7.5 metres as earthing lead and connecting to the eqpt, viz transformer, L.T panel etc. including charcoal dust and salt packed all around the earth plate in the earth pit all as per electrical plate No. 3 of SSR - 2009 Part I including chamber made up of PCC 1:2:4 type B1 with M.S angle iron frame, C.I Cover with provision of locking arrangement and 20 mm dia light grade GI Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement, Material and labour complete including excavation and earth work in any type of soil strata and testing complete all as specified and directed by Engr-in-Charge.
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