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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC 403 GITANJALI ARCADE NEHRU ROAD VILE PARLE EAST MUMBAI MAHARASHTRA 400057 | MUMBAI | MUMBAI | MAHARASHTRA | 400057 | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹5.2 L (2.24%)Rejected-Finance | ₹2.4 Cr+₹5.2 L (2.24%) | L2 | Rejected-Finance Reject |
| 3 | L3₹2.9 Cr+₹61.0 L (26.1%)Rejected-Finance | ₹2.9 Cr+₹61.0 L (26.1%) | L3 | Rejected-Finance Reject |
Tender Value
₹2.5 Cr
EMD Value
₹1.5 L
Closing Date
19 Dec 2017, 4:00 pmClosed
City Engineer
3rd floor, Thane Municipal Corporation, Thane, Gen. Arunkumar Vaidya Marg, Panchpakhadi, Thane (West).
Concretization of road at Phule nagar, Bhim nagar in Kalwa Ward Committee by U.T.W.T. Method
2017_TMC_261125_1
TMC/PRO/PWD-HQ/971/2017-18
Open Tender
Civil Works
Item Rate
365 days
Phule nagar, Bhim nagar in Kalwa Ward Committee
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
via Net Banking
₹1.5 L
Yes
5 Mar 2021
9 Dec 2017
21 Dec 2017
9 Dec 2017
19 Dec 2017
9 Dec 2017
Amount
Excavation for roadways by...... such as soft rock Including dressing section to the required camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment, disposing as directed etc. complete. Spec. No.: Rd. 2 Page No. 351/2012
Excavation for roadways by...... such as earth soil of all sorts sand, gravel or soft murumIncluding dressing section to the required camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment, disposing as directed etc. complete. Spec. No.: Rd. 2 Page No. 351/2012
Compacting sub grade / gravel / oversize metal (200mm loose) layer 2 to 7 m wide with By Vibratory Roller Including necessary, labour, materials and artificial watering etc. complete. Spec. No.: Rd. 30 Page No. 380
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying wedge shear elemental layer (WSEL) by using rubble stone of size 15 to 20 cm thick in single layer of 230 mm including packing the same with 20 mm to 40 mm thick aggregates ( normal size) and using stone powder of 40 mm to 50 mm thick on surface and watering & compacting by vibratory roller confirming layer thickness of minimum 200 mm and as directed by Engineer - in - charge etc complete.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate)
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Milling upto 60 mm depth asphaltic surface by using milling machine incld. Transportation as directed. Note - for further passes of 60mm or part thereof, same rate will be applicable.
Removing and resetting Kerb stone etc complete
Providing and Laying M60 grade cement concrete of approved mix design with avg. Flextural strength of 4.4 MPa in 3 days from R.M.C. plant incld. use of micro silica/alcofine, approved make super plastiser and retarder, fibriliated 100 % virgin polypropylene fibres, fly ash and transported by transit mixer and placing at work site. Compacting, finishing, initial curing by approved curing compound/ contractors water and tarring the sides of slab with hot bitumen as specified and as directed (w/c ratio 0.28 max.). (vatta for curing will be paid separately) for Ultra thin White Topping (UTWT) pavement. etc completed.
Green Cutting of construction & dummy joints of concrete grade M 40 and above (UTWT) pavement by mechanical means within 10 to 12 hrs after casting of bay / slab upto 1/3 rd depth of pavement and 5 to 6 mm wide as directed
Providing and Placing 5mm thick Thermocole in dummy and construction joints immdtly after cutting of joints and removing the same before dressing of dummy and construction joint as directed etc. complete.
Providing and construction of cement vatta in C.M.1:10 at 0.6 M X 0.6 M c/c admeasuring 0.09 meter at bottom, 0.04 m at top and 0.075 m deep and maintaining the same throughout 7 days curing period and removing the same material as directed.
Sealing of M-35 & above new C.C. pavement dummy, transverse, longitudinal joints with hot rubberised sealing compound confirming to IS 1834-1984 after proper cleaning with compressed air, applying required primer & providing a layer of lime powder over hot sealing compound as directed. Sealing 5mm - 6 mm wide & avg. depth of 40 mm transverse & longitudinal joints
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. a ) White
b ) Yellow
Providing and constructing Brick Masonry inspection Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, with C.I. lead cover of 75 kg with frame fixed in cement concrete.
Removing Lime or Lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
Providing and laying concrete pipe of ISNP2 class of 150 mm dia half round pipe in proper line,level and slope including , necessary collers, testing and excavation , laying, fixing bwith collers in cement mortar 1:1 and refilling the trenches etc complete.
Supply of excavator cum loader machine (like JCB machine) etc complete
Transportation of excavated material including loading and unloading etc. complete. b) lead up to 3 km
c) lead up to 5 km
d) lead up to 7 km
e) lead up to 10 km
f) lead up to 15 km
Providing and Fixing in position in bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Providing and laying Cast in situ/Ready Mix cement concrete M 25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
P/F precast M-25 grade concrete water table size 30 cm X 30cm X 10cm etc. complete.
Providing & fixing kerb stones 30 cm to 40 cm long, 15cm wide, 38cm deep medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade)
Providing and laying in trenches ---------- dia........... grade Galvanised iron pipes having embossed I.S.I. mark on it, of jindal/Tata/Zenith or equivalant make of .......... kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 596 a) 15 mm dia
b) 25 mm dia
Providing and laying in trenches …... mm dia. CPVC pipe of Prince / Sudhakar / Kishan /Supreme or equivalent make including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 596and as directed by Engineer in charge a) 15 mm dia
b) 25 mm dia
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 2, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface ,finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with -- Using drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen VG-30 grade 3.40%
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -- Bitumen VG-30 grade with stone dust filler
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including laoding, unloading, transportation, all taxes,etc.completed as directed by Enginner-in-charge(20 tonnes capacity) b)560 mm dia.
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.completed as directed by Engineer-in-charge (20 tonnes capacity) d)90X60 mm
Raising or lowering Rectangular manhole cover to the required level upto 30 cm including all material, formwork etc. with 16 cm tk cement concrete M-15 (1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. complete as specified and as directed
Raising or lowering Circular manhole cover to the required level upto 20 cm including all material, formwork etc. with 16 cm tk cement concrete M-15 (1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. complete as specified and as directed
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro- prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised
Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, transportation etc; complete.
Providing and laying in-situ M20 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. ( Reference MORTH 602)
vaishnav construction and k.e. infrastructure pvt. ltd. (j.v.)
Yashraj Infrastructure
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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