Ministry Of Road Transport And Highways Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date27 Aug 2024
Closing DateCancelled
Tender Amount₹ 59,40,28,376
Costs
EMD
₹ 59,40,283Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MoRTH_822918_1Tender No
07/EENH/AMT/2024-25, Dt.23/08/2024Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Initial work
-
-
-
Crack Sealing/Filling using epoxy mortar: Base and hardener of the high strength repair mortar . Epoxy putty shall be mixed using the slow speed heavy duty mixing machine to obtain a uniform mix. The mixed materials shall be placed all along the prepared "V" groove and finished smoothly using the putty blade/trowel within 30 minutes by using the divers. The finished surface shall be allowed for curing minimum of 24 hours to attain the strength. The item includes the cost of hire charges of all equipment, tools and plants and all labour charges etc., complete.
15275.25
20484110
1341
Stapling as per specifications and standards defined in IRC SP:83-2018
1765.82
3136096
1776
Cross- Stitching as per specifications and standards defined in IRC SP:83-2018
1765.82
2634603
1492
Dressing of side shoulder/Scrapping the road side shoulder by Mechanical means(By JCB/DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving/cutting bushes, grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
64872
648720
10
Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
319560
2556480
8
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete
200
484600
2423
Fixing in position Cautionary/Mandatory sign boards in ground with C C 1:4:8 block of 60cm x 60cm x 75cm size etc. complete as directed including all leads.
16
15600
975
Patch repair on already filled pot holes with 20mm premix carpet and seal coat as per MORTH specification clause 3004.1 and 3004.2
1347.5
361399
268.2
Repair of steel railing to bring it to original shape cleaning and repainting as per drawing etc. complete
715
311025
435
Providing and applying priming coat over new/old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding etc. complete.
26694.91
987711
37
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete
31956
575208
18
Metal Beam Crash Barrier -- Type-A, W : Metal Beam Crash Barrier(Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810)"
100
491200
4912
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
595.35
824559
1385
Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (Item No. 46.12)
318.94
177967
558
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate(natural sand/VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete.
318.94
1459699
4576.75
Providing and laying 125 micron Low Density Polyethylene(LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. (Item No. 5.19)
2126.25
63787
30
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash(Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement, coarse and fine aggregate(natural sand/VSI grade finely washed crushed sand) 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 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
595.35
4941643
8300.4
Providing and fixing in position TMT FE 500, tie bars precoated
with anticorrosive epoxy paint of 12mm dia. 70cms.long and at
30.00cm. C/ C and wherever directed including handling,
straightening wrapping with paper of approved quality for half
length, necessary cutting, handling, straightening, supported by
assembly of TMT FE 500, chairs with proper alignment etc.
complete. (Item No. 5.16)
4050
1239300
306
Providing and fixing in position TMT FE 500, 32mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60cms. Long and at 30.00cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
1620
871560
538
Cutting transverse contraction joints 3 to 4mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/slab etc. complete including subsequent widening of the groove 8 to 10mm. wide at top having depth of 15mm. as directed by Engineer incharge.
2160
164160
76
Providing to contraction joints polysuphide sealent(Pouring grade) confirming to BS : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter(appraox. 25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints(15mm. deep x 8mm.wide)
2160
671760
311
MSEB bill pending after completion of Maintenance period of concessioner.
1
1000000
1000000
Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete.
100
1367910
13679.1
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component
cold plastic profiled material to give total width of 500mm and height of 10mm.
Ramp provided to give width of 145mm, width of ribs to be 55mm laid at centre to
centre distance of 35mm, with reflective glass beads @ 350 gm/square metre. The
finished surface to be levelled, uniform and free from streaks and holes, to be
applied on the edge lines, including surface cleaning and cost of all materials etc.
complete
154.75
670531
4333
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
960
114240
119
Providing and laying in situ/ready mix M15 CC of trap/granite/quartzite/gneiss metal for the bottom plugs of wells under water including compaction and curing wherever necessary etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) with fine agreegates of required specifications(VSI sand finely washed etc)
57.6
488908
8488
Providing and laying in situ/ready mix controlled grade of M20 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) with fine agreegates of required specifications(VSI sand finely washed etc), excluding reinforcement)
224
1985345
8863.15
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
15.68
1385186
88341
Periodical Maintenance
-
-
-
DENSE BITUMINOUS MACADAM: -- Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade, @ 4.50 % 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 76/100mm compacted thickness with 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 with stone dust filler(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.46)
1584
17052710
10765.6
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30)
26400
513480
19.45
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 of specified grade with stone dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.50)
792
9800841
12374.8
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/lux and Qd of 100 mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (Item No. 6.12a)
38353.11
25543169
666
Making up loss of material/ irregularities on shoulders to the
design level by adding fresh approved selected soil and
compacting it with appropriate equipment at OMC as per
MORTH specification clause 3003 (Item No. 8.04)
159780
8308560
52
Supplying and Fixing of Molded Shank Raised Pavement
Markers/ Cat's Eye made of polycarbonate and ABS moulded
body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens
face and shall support a load of 16000kg tested in accordance
to ASTM D 4280 Type H and complying to Specifications of
Category A of MORTH Circular No RW/NH/33023/10-97 DO III
Dt 11.06. 1997. The height, width and length shall not exceed
50mm, 100mm and 102 +/-2mm and with minimum reflective
area of 13 Sqcm on each side and the slope to the base shall
be 35 +/-5 degree. The strength of detachment of the integrated
cylindrical shanks, (of diameter not less than 19 +/-2mm and
height not less than 30+/-2mm) from the body is to be a
minimum value of 500 Kg. Fixing will be by drilling holes on the
road for the shanks to go inside, without nails and using epoxy
resin based adhesive as per manufacturer's recommendation
and complete as directed by the engineer.The contractor shall
submit a two year warranty for satisfactory field performance
including stipulated retro-reflectance of the reflecting panel, to
the Engineer. (Item No. 6.09)
65814
24087924
366
Stapling as per specifications and standards defined in
IRC SP:83-2018
4414.53
7840205
1776
Cross- Stitching as per specifications and standards
defined in IRC SP:83-2018
4414.53
6586478
1492
Providing and fixing Cautionary/ Warning sign boards in
Equilateral Triangle size of ____mm made out of ___mm
aluminum sheet bonded with white retro reflective sheeting of
Class B(Type IV High intensity micro-prismatic grade sheetingHIP) 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 grey
stove enamel paint and supported on one no. of M. S. angle
iron post of size 65mm X 65mm X 6mm, 3.45m long, duly
painted with with flat oil paint having alternate black and white
bands of 25cm width including G.I. fixtures etc; fixing the
boards in M25 grade concrete block of size 60cm X 60cm X
75cm including transportation etc; complete. Class B(Type IV
High intensity micro-prismatic grade sheeting-HIP) shall have 7
years written warranty from the manufacturer and authorised
distributor/convertor issued for field performance including the
screen printed areas and cut-out sheeting and cut-out durable
transparent overlay film and this warranty certificate in original
should be submitted to the Engineer in charge by the
contractor/ supplier. 900mm made out of 4mm aluminum
composite material with 0.5mm skin thickness on either side
(Item No. 53.68)
120
842040
7017
Providing and fixing LED based Solar Blinkers of specification
of %watt of pole height 4m, 300m dia of LED panel size, 20watt
of solar power, yellow powder coated. Colour- RED/ AMBER
with solar panel mounting bracket and accessories
20
190000
9500
Providing and fixing Mandatory/ Regulatory sign boards in
circular shape of ______mm dia made out of ____mm
aluminum sheet bonded with white retro reflective sheeting of
Class B(Type IV High intensity micro-prismatic grade sheetingHIP) 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 grey
stove enamel paint and supported on one no. of M. S. angle
iron post of size 65mm X 65mm X 6mm, 3.45m long, duly
painted with with flat oil paint having alternate black and white
bands of 25cm width including G.I. fixtures etc; fixing the
boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B(Type IV
High intensity micro-prismatic grade sheeting-HIP) shall have 7
years written warranty from the manufacturer and authorised
distributor/convertor issued for field performance including the
screen printed areas and cut-out sheeting and cut-out durable
transparent overlay film and this warranty certificate in original
should be submitted to the Engineer in charge by the
contractor/supplier. b. 750mm dia made out of 4mm aluminum
composite material with 0.5mm skin thickness on either side
(Item No. 53.59)
120
951360
7928
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
7938
10994130
1385
Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (Item No. 46.12)
4252.5
2372895
558
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate(natural sand/VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete.
4252.5
19462633
4576.75
Providing and laying 125 micron Low Density Polyethylene(LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. (Item No. 5.19)
28350
850500
30
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash(Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement, coarse and fine aggregate(natural sand/VSI grade finely washed crushed sand) 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 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
7938
65888575
8300.4
Providing and fixing in position TMT FE 500, 32mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60cms. Long and at 30.00cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
21600
11620800
538
Providing and fixing in position TMT FE 500, tie bars precoated
with anticorrosive epoxy paint of 12mm dia. 70cms.long and at
30.00cm. C/ C and wherever directed including handling,
straightening wrapping with paper of approved quality for half
length, necessary cutting, handling, straightening, supported by
assembly of TMT FE 500, chairs with proper alignment etc.
complete. (Item No. 5.16)
54000
16524000
306
Cutting transverse contraction joints 3 to 4mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/slab etc. complete including subsequent widening of the groove 8 to 10mm. wide at top having depth of 15mm. as directed by Engineer incharge.
28800
2188800
76
Providing to contraction joints polysuphide sealent(Pouring grade) confirming to BS : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter(appraox. 25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints(15mm. deep x 8mm.wide)
28800
8956800
311
Providing Rescue Ambulance including
manpower(EMT(Emergency Medical Technician) +Driver) .
Rates as per ministry's letter No. RW/ G-23012/01/2019-
W&A(Pt.III) dated 09.02.2021
60
15000000
250000
Providing Patrol Vehicle including manpower(Highway
Surveillance Incharge + EMT + Driver) . Rates as per ministry's
letter No. RW/G-23012/01/2019-W&A(Pt.III) dated 09.02.2021
60
15000000
250000
Providing Tow Away Crane/Vehicle including manpower( Driver
+ Helper) . Rates as per ministry's letter No. RW/
G-23012/01/2019-W&A(Pt.III) dated 09.02.2021
60
12000000
200000
Providing and applying priming coat over new/ old steel and
other metal surfaces including preparing the surface by
thoroughly cleaning oil, grease, dirt and other foreign matter
and scoured with wire brushes, fine steel wool, scrappers and
sand paper, scaffolding etc. complete. (Item No. 35.20)
53389.81
1975423
37
Providing and Laying of 2 or more sets(6 Nos. each set) Dual
Ribs Pattern Rumble Markings on roads with vehicular speeds
of more than 50 Km/hr laid as per the spacing recommended
for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015
using Plastirib 2K, or equivalent 2 component cold plastic
profiled material. Each Dual Rib pattern rumble marking shall
have width of 500mm. Each dual rib pattern rumble marking
shall have 2 ribs each of Width of 100mm and height 20mm.
Gap between two ribs shall be 300mm. Each rumble marking
shall be made complete with drop on Soild Plus reflective glass
beads @ 300 gm/square metre spread throughout the surface
of marking. The finished surface to be levelled, uniform and free
from streaks and holes, including surface cleaning and cost of
all materials etc. complete. (Item No. 51.126b)
309.5
1341063
4333
Water Tanker(9000 litr.)
600
576000
960
Eletric Bill for Town Portion
95.39
5304606
55609.67
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements