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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.2 LAccepted-AOC | ₹74.2 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹81.3 L+₹7.1 L (9.58%)Rejected-AOC NO 9A VINAYAKANILAYA KANAKA GANAPATHI STREET OM SHAKTHI LAYOUT KANAKAGIRI HORAMAVU POST BANGALORE 560 043 | BENGALURU URBAN | KARNATAKA | 560043 | ₹81.3 L+₹7.1 L (9.58%) | L2 | Rejected-AOC NOT LOWEST |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹81 L
EMD Value
₹1.5 L
Closing Date
15 Jun 2023, 9:00 amClosed
CWE Army Bangalore
CWE Army Bangalore, 101 Dickenson Road, Bangalore 560042
PROVISION OF STACKING PLINTH AT 56 COY ASC SUP UNDER GE SOUTH BANGALORE
2023_MES_594761_1
86166/E8
Open Tender
Civil Works
Item Rate
120 days
Bangalore
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE South Bangalore
₹1.5 L
Yes
30 Jun 2023
11 May 2023
17 Jun 2023
11 May 2023
15 Jun 2023
1 Jun 2023
Amount
M&L for surface dressing n exc 15 cm deep 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; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.
Returning, filling of soft/loose soil, including spreading, levelling, watering and well ramming in layersnot exc 25 cm complete all as specified and as directed.
Removing excavated soil to distance exc. 250 m but n exc. 500 m and depositing where directed complete all as specified .
Removing excavated soil to distance n.exc. 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified .
M&L for cement concrete type D2 1:4:8 (40 mm graded aggregate ) in foundations,filling and mass concrete complete all as directed.
M &L providing cement concrete 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) in lintel upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, stringcourses lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates,kerbs incl weathering slightly rounded or chemfered angles and throating complete all as specified as directed.
M & L cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) in surface channels and drains complete all as specified as directed.
M&L for flat rough finished surfaces of concrete formwork 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 directed.
M&L for rough finished square/rectangular formwork to sides of pillars, posts, struts,piers,columns and stanchions complete all as directed.
M&L for rough finished formwork to sides and soffits of floor or roof beams,beam haunchings, griders, bressummers, lintels, cantilevers,shelves including supports, overhanges, etc...also splays between floors and beams complete all as directed.
M&L for rough finished flat formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as directed.
M&L for flat rough finished surfaces of concrete formwork to soffits of suspended slab such as roof slabs,floor slabs, landings and similar work not exceeding 200 mm thick complete all as directed.
M&L for rough finished formwork 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 complete all as directed.
M&L for M-25 Design Mix (using 20 mm graded stone aggregate ) for foundations, including rafts, footings,foundation beams,plinth beams,bases for columns etc… basement slabs,under reamed piles and mass concrete complete all as directed.
M&L for M-25 Design Mix (using 20 mm graded stone aggregate ) for columns, pillars,piers, posts and struts complete all as directed.
M&L for M-25 Design Mix (using 20 mm graded stone aggregate ) for beams, Cantilevers, bressummers,lintels over 1.5 m span complete all as directed.
M&L for M-25 Design Mix (using 20 mm graded stone aggregate ) for chajjas complete all as directed.
M&L for M-25 Design Mix (using 20 mm graded stone aggregate ) for slabs supported on walls,beams and columns in floors,roofs,landings,balconies,canopies,deck slabs and in shelves and the like complete all as directed.
TMT 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 and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as directed.
TMT steel bars 5 mm dia and over upto and including 10mm dia in stirrups, spacers and 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 directed.
M&L for precast cement concrete block (Type C1, 1:3:6 20 mm graded aggregate) masonry with solid block,exc 10 cm in width and setting in cement mortar 1:6 complete all as directed.
M&L for 75 mm thick plain cement concrete type D-2,1:4:8 (40 mm graded aggregate) is used for subase of the flooring complete all as directed.
M&L for 100 mm thick cement concrete type B-2,1:2:4 (using 40 mm graded stone aggregate) as in floors finishing complete all as directed.
Rendering 15mm thick in two coats ie. 10mm thick under coat in CM 1:6 and 5mm thick finishing coat in CM 1:4 on brick or concrete surfaces mixed with integral water proofing compound as per manufacturer's instructions, surfaces finishing finished even & smooth without using extra cement using WPC complete all as specified and as directed. Note: WPC shall be measured and paid seprately.
Rendering 10mm thick in CM 1:6 on fair faces of brick work or concrete surfaces . finished even & smooth without using extra cement all as specified and directed.
Rendering 5mm thick in CM 1:3.on fair faces of brick work or concrete surfaces as in ceiling finished even & smooth without using extra cement to ceiling all as specified and directed.
Preparation of newly Plastered or unplastered surfaces of walls etc and applying two coat of cement base paint over one coat of primer all as specified and directed.
Preparation of newly Plastered or unplastered surfaces of ciling and applying three coat of white wash all as specified and directed.
Preparation of newly Plastered or unplastered surfaces of wall and applying three coat of white wash all as specified and directed.
M&L for broken stone hardcore 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 directed.
M&L for 75 mm thick plain cement concrete type C-2,1:3:6 using 40 mm graded aggregate for plinth protection finishing even and smooth without using extra cement complete all as directed.
Rendering 15mm thick in CM 1:3.on top of roof slab complete all as specified and directed.
Supply only water proofing compound complete all as specified and directed.
M&L for cleaning the plastered/concrete surfaces with wire brushes and applying water proofing treatment as under: (a) Apply bitumen primer at the rate of 0.27 litre per Sqm as per IS 3384-1986 and bonding bitumen of VG-10 @1.20 Kg per Sqm. (b) APP modified water proofing memebrane as per IS 16540/16532-2017, 3mm thick and weighing not less than 3.00 kg per Sqm reinforce polyster/HMHDPE matt black finish over compatible primer/bonding bitumen and finish the top surface with bituminus aluminium paint @0.10 Ltr per Sqm complete all as specified.
Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed.
Removing excavated soil to distance exc. 1.5 Km but n exc.5 Km and depositing where directed complete all as specified .
Rolling and consolidating formation surface with power roller exc 8 tonne to 12 tonne
M&L for granular sub base grading -V as sub base and drainage layer by providing course graded crushed stone aggregates of granite/trap/basalt material mixing in a machenical mix plant at OMC , carriage of mixed material to work site spreading in unfform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density complete as per specifications clause 401 of MORTH V revision complete as per specified and directed
M&L spreading and compacting grushed stone aggregates of granite/trap/basalt to wet mix macadam specifications including premixing the material with water at OMC in mechanical plant carriage jof mixed material by tipper to site , laying in uniform layers with paver in sub base /base course on well parpared surface and campacting with vibrator roller to well prepared surface and compacting with vibrator roller to achieve the desired density complete as per specifications MORTH specifications No 406 complete all as specified and directed by Engr-in-Charge
M&L for preparing unsurfaces wet mix macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleared surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly tack coat with bitumen emulsion (RS-1) grade conforming to IS 8887 at 3.00 Kg/10 Sqm using emulsion pressure distrubutor on the prepared bitumenous/granular surface cleaned with mechanicalo broom and as per clause 503 complete all as specified and directed.
M&L premix bitumenous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) laying, spreading uniformily using mechanical paver and rolling with 8 to 10 tonne power roller to the required camber and gradient complete all as specified and directed
M&L Bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness with 5.5% binder content (paving bitumen) by weight of total mix, mixed in hot mixed plant, rolled and compacted to required camber and gradient by using mechnical paver complete to a uniform surface by rolling with 8 to 10 tonne power roller all as specified and directed.
Preparation of new or previously treated surfaces to receive the thermoplastic paste and marking of guide lines, dashed arrows, letters etc with reflective thermoplastic paste 2 to 2.5 mm thick using marking machine, white, golden, yellow or black colour as required using glass beads necessary for achieving reflection on roads pavements and the like as per BS 6088 complete all as directed and specified all as per IRC 35-2015 Note : 1. Unit rate quoted by the contractor include for provision of red signals to keep off trafic from work, cleaning road surface and working during odd hours when traffic is light. 2. The line marking shall stand out boldly and solidly without showing any signs of scratch marks or surfaces underneath, if necessary the surface shall be remarked after removal of existing treatment untill the desired result is obtained.
ABS engineering plastic stud (Cat Eye) in repair dynamically designed having high impact strength and fitted with 2 numbers highly reflectivemicroprismatic retroreflective reflectors on both sides including fixing with fixing arrangements as per manufacturer's instructions completed all as directed and specified all as per IRC 35-2015 and spacing shall be as per IRC 79-2015. Make: Cat part No Art AME 1019 of M/S Automat Road Safety Pvt Ltd or equivalent of Dark Eye/Sun Eyez/ M/S Texla Plastic & Metal Pvt Ltd/3M
Solar road studs made of aluminum alloy in repair 100% water proof, with high efficiency mono crystalline solar panel 2.4 V /0.30 Watt, one Ni-Mh or Ni-cd rechargable battery (1.2V/1600MA), six super bright LEDs with 10000 to 18000 mcd, bearing weight of 10 tonnes (appx) fixed as per manufacturer's instructions complete all as directed and specified all as per IRC 35-2015 and spacing shall be as per IRC 79-2015. Make:- DHRUV of Dark eye or equivalent of Sun Eyez/ M/S Texla Plastic & Metal Pvt Ltd./M/s Automat Road Safety Pvt Ltd/3M
M &L Pre-cast cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in roof kerb or mud stops, rounded or chamfered complete all as directed.
PRACHANIVA CONSTRUCTIONS
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