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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.7 LAccepted-AOC NO 577 5TH MAIN D GROUP LAYOUT 60 FEET ROAD SRI GANDHAKAVAL BANGALORE 560 091 | BANGALORE | BANGALORE | KARNATAKA | 560091 | ₹97.7 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹1.1 Cr+₹7.8 L (7.98%)Rejected-AOC NO 650 3RD CROSS MATHIKERE BANGALORE 560 054 | BENGALURU URBAN | KARNATAKA | 560054 | ₹1.1 Cr+₹7.8 L (7.98%) | L2 | Rejected-AOC NOT LOWEST |
Tender Value
₹89.1 L
EMD Value
₹1.6 L
Closing Date
4 May 2024, 6:00 pmClosed
CWE ARMY BANGALORE
HQ CWE ARMY BANGALORE 101 Dickenson Road Bangalore 560042
CONSTRUCTION OF BLACK TOP ROAD ALONG WITH ROAD FURNITURES AT 13 PARA (SF) UNDER GE (NORTH) BANGALORE
2024_MES_648117_1
86264/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
Bangalore
As per NIT
8 documents required · 8 mandatory
₹1,000
GE(North) Bangalore
₹1.6 L
Yes
1 Jun 2024
28 Mar 2024
7 May 2024
28 Mar 2024
4 May 2024
12 Apr 2024
28 Mar 2024 - 5 Apr 2024
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out Hard/Dense soil complete all as specified and directed.
Removing excavated material exc. 1.50 km but not exceeding 5 km complete all as specified and directed.
Material and labour for rolling with power roller 8 tonne to 12 tonne capacity and consolidating formation surfaces in cutting all as specified and directed
Material and labour for construction of 150mm thick granular sub-base Grading - II as sub-base 44 and drainage layer by providing coarse graded crushed stone aggregates of granite/trao/basalt material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform 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 all as specified and directed.
Material and labour for spreading and compacting 150mm thick (compacted thickness) laid in two layers 75mm each layer , crushed stone aggregates of granite/trap/basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibrator roller to achieve the desired density complete as per specifications. MORTH specification No. 406 complete all as specified and directed
Preparing un surfaced WMM layers by burshing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.
Material and labour for applying evenly a prime coat of Cationic Bitumen Emulsion RS1 confirming to IS:8887 at a rate of application of 0.7-1 kg/sqm on surface of WMM/WBM as specified in table 500-3of MORTH specification for Road and bridge works 2013, using mechanical sprayer complete all as specified and as directed.
Material and labour for Providing and consolidating 50 mm thick premix Dense Bituminous Macadam (DBM Grading-II) using min 4.5% VG-30 grade binder by weight of total mix, aggregates gradation as per Grading 2 Table 500-10 of Morth specification for road and bridge works 2013, transporting the hot mix to work site, laying, rolling to achieve and desired compaction complete all as specified and as directed.
Preparing black top surface by burshing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.
Material and labour for applying evenly a tack coat of cationic bitumen Emulsion (RS-1) confirming to Is:8887 at the rate of application of 0.2-0.3 Kg/Sqm on bituminous surface as specified in Table 500-5 of Morth specification for road and Bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and as directed by Engineer-in-Charge.
Material and labour for Bituminous premix SDAC 40mm consolidated thickness with 5.5% binder content (Paving bitumen VG-30) by weight of total mix as in semi dense asphaltic concrete , rolled and compacted to required camber and gradient complete all as specified and as directed.
Material and labour for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.
Excavation in trenches in Hard/dense soil and n.exc 1.5m wide and not exc 1.5m in depth for foundation, laying of cables etc. and getting out complete all as specified and as directed.
Material and labour for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations , filling and mass concrete complete all as specified and as directed.
Material and labour for preparing new concrete surface (Kerb Stone) and applying two coat of synthetic enamel paint over a coat of primer etc complete all as specified and as directed.
Material and labour for preparation of new or previously treated surfaces to receive the thermoplastic paste and marking of guide lines, dashes, arrows, letters etc with reflective thermoplastic paste 2 to 2.5mm 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 specified and as directed. 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 surfaces shall be remarked after removal of existing treatment until the desired result is obtained.
Supply and Fixing of cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed.
Supply and Fixing of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed.
Supply and Fixing of framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework o water tanks and similar work conforming to Fe.290.Gde-E-165
Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces over 10 cm width or girth including preparation of new steel surfaces complete all as specified and as directed.
Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
Supply and Fixing of speed breaker bump of metal body alloy of size 500mm x 425mm x 75mm with PAMA striplens reflector of model No. DA 1005 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed.
Supply and Fixing of Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge complete all as specified and as directed.
Material and labour for Excavating over areas, n exc 1.5 m deep and getting out Hard/Dense Soil complete all as specified and as directed.
Material and labour for Excavating over areas, exc 1.5 m but not exc 3m deep and getting out Hard/Dense Soil complete all as specified and as directed.
Material and labour for Reinforced cement concrete (design mix M-25 grade (using 20mm graded aggregate) in Foundations footings, plinth beams, bases for columns, etc and mass concrete complete all as specified and as directed.
Material and labour for Reinforced cement concrete M-25 (20mm graded aggregates) 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 as directed.
Material and labour for Reinforced cement concrete M-25 (20mm graded aggregates) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including making 02 Nos weep holes at every 01m interval complete all as specified and as directed.
Material and labour for Mild steel TMT 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 0.9mm dia or securing with clips complete all as specified and as directed.
Material and labour for Formwork flat to sides of concrete foundations, footings, bases of columns, and plinth beams and similar work vertical or to batter complete all as specified and as directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter (rough finished concrete of flat) concrete complete all as specified and as directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping(rough finished concrete of flat) concrete complete all as specified and as directed.
Material and labour for Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.
Material and labour for Pre-cast cement concrete block masonry, type C1 1:3:6 (using 20mm graded aggregate) set in CM 1:4 with solid blocks, exc 10cm in width and setting in mortar complete all as specified and as directed.
Material and labour for Pre-cast cement concrete block masonry, type C1 1:3:6 (using 20mm graded aggregate) set in CM 1:6 with solid blocks, exc 10cm in width and setting in mortar complete all as specified and as directed.
Material and labour for 15 mm thick cement plaster in CM 1:6 on other than fair faces of bricks or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and as directed.
Material and labour for preparing newly plastered wall surfaces and applying two coat of white wash complete all as specified & as directed.
Material and labour for Hardcore of gauge not exc 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surfaced complete all as specified and as directed.
Material and labour for Plain cement concrete 1:4:8, Type D2, (using 40mm graded stone aggregate), 75 mm thick in sub-base concrete to pavement complete all as specified and as directed.
Material and labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment complete all as specified and as directed.
Supply and Fixing of 150 mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors including necessary fittings complete all as specified and as directed.
Material and labour for Plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate ) as in cement concrete in surface channels and drains Hard complete all as specified and as directed.
Material and labour for 10 mm thick cement plaster in CM 1:4 on fair faces of bricks or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and as directed.
Material and labour for plain cement concrete (1:2:4) type B1 (using 20 mm graded stone agg) as in coping, benching of manholes and similar work etc complete all as specified and as directed.
Material and labour for precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded agg) as in cover slab for man hole set in CM 1:4 complete all as specified and as directed.
Removal of excavated surplus spoil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engr-in-charge .
Supply and spread dry fine river sand in trenches as in cable cushioning all as specified. (Note: For the purpose of measurement only punned thickness will be considered for payment).
Supply and lay sub class 'B' old size bricks, designation 75 laid in trenches for protection of cables complete all as specified and as directed.
Supply and Laying of galvanised iron steel tube, light grade, with all fittings fixed complete on walls, poles, laid under floors or in trenches as cable protection works (including necessary clamps, bolts, nuts, etc.,) as specified for 40 mm bore pipe complete all as specified and as directed.
Supply and Erect steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410SP-31, 9 mtr long complete all as specified and as directed.
Material and Labour for Plain cement concrete 1:3:6 type C1 with 20mm graded stone aggregate for coping of pole, filling and mass concrete of pole, make good to road surface, hard standing etc including necessary form work complete all as specified and as directed.
Material and Labour for Plain cement concrete 1:4:8 type D2 with 40mm graded stone aggregate in foundation of poles complete all as specified and as directed.
Supply and Laying of XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armouned power cables (heavy duty) with aluminium conductor, 1100 volts grade, cross sectional area 35 Sqmm 3.5 core laid in trenches complete all as specified and as directed.
Supply and Laying of XLPE insulated, screened, PVC bedded, galvanised steen strip or wire armouned power cables (heavy duty) with aluminium conductor, 1100 volts grade, cross sectional area 16 Sqmm 4 core laid in trenches complete all as specified and as directed.
Supply and Laying of LED street light fittings with pressure die cast housing with toughned glass, IP-66 protection etc of 72W LED Street Light Fixtures. Make : Bajaj Model No ZELA P 86L WH PO TG SD or equivalent make as specified in P.S
Supply and Laying of light bracket made out of 40 mm dia light grade of 1.5 Mtr length, bend in to shape including GI baracket of suitable size and thickness, fixed with nuts and bolts of suitable size.
Horizontal trenchless bore drilling using mechanical pneumatic drilling using mechanical pneumatic drilling equipment for passing and including cost of HDPE pipe of 80 mm dia suitable for 0.4 mpa working pressure hard standing, depth ramgel not less than 0.75m and up to 1.0 m and making good to disturbed surface of road all as specified and as directed. Note: unit rate deemed to be incl cost of deposit and taking permission from civil authorities.
Supply and Fixing of 2 runs of PVC insulated 2.5 sqmm single core multistranded copper conductor cable and one run of 2.5 sqmm copper wire as earth continuity conductor drawn through and incl rigid non metallic conduit 20 mm external dia fixed on poles with suitable sizes of clamps & connecting up all as specified and as directed. Note: Two runs of cable and one run of earth wire and one run of conduit shall be measured as one length.
Supply and Laying of FRP cable looping boxes of size 240mm x 130mm x 110mm with PVC sheet finish inside including MCB SP - 2 Nos of 06 Amps, heavy duty PVC connector 4 way Terminal strip 01 No & fixed to pole with suitable size clamp with nuts, bolts complete all as directed. Make Sintex or equivalent as specified in P.S
Material and Labour for earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 meter below ground level with top edge of earth plate at a depth not less than 1.5 mtr connected to and incl galvanized iron wire of 4 mm dia as earth lead up to 7.5 mtr long by means of nuts, bolts, thimbles, check nuts and washer etc made of galvanized iron connected to earthing test point through protection pipe light grade of 20 mm dia all as shown in electrical plate No 3 of SSR Part - I 2009 and as specified or indicated and testing on completion incl earth work and excavation in any type of soil PCC (1:3:6) type C 1 chamber, per cost slab 40mm thick in cement concrete (1:2:4) type B 1 with 8 mm dia MS bars reinforced at 10 cm centre to centre both ways incl funnel with watering pipe of 20 mm dia medium grade ,wire mesh and lugs, incl test point incl cable connected with suitable size copper lugs complete all as specified and as directed.
Supply and fix in replacement of Timeline distribution board 32 A 3 pole /230V analog time switch including complete accessories relay contactor, timer etc, all as specified and as directed.
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