National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Excavation
Eprocure
Opening Date12 Sep 2024
Closing Date11 Oct 2024
Tender Amount₹ 2,37,76,829
Costs
EMD
₹ 4,76,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_208069_1Bid Award Id
ViewTender No
NHAI/17011/01/101/2024/RO MaduraiTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
974.02
697395
716
Construction of granular sub-base by providing close graded 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 desired density, complete as per clause 401. Material Grading -1
498.45
1335836
2680
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
511.91
1425164
2784
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
100.05
945672
9452
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
80.04
856748
10704
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
2001
26013
13
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1913.5
109069
57
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
113
43731
387
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407
60.48
26066
431
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
0.1
13355
137329
Dismantling of flexible pavements and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately:By Mechanical means: (Bitumenious)
58.23
96545
1658
Dismantling of flexible pavements and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately: By Manual means: Granular
129.4
150751
1165
Post Guard Rail (PGR)
250
1011750
4047
Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
12
348
29
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
0.81
8670
10704
Traffic Signs, Markings & Other Road Appurtenances
-
-
-
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflect rising 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 strakes and holes etc complete as per MORT&H specification No. 803.
-
-
-
Edge line, centre line & others
323.72
288106
890
Thermoplastic Strip Marking (5 mm Thickness)
259.2
230688
890
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., complete. reflectivity warranty as per IRC:67-2012
-
-
-
60 cm equilateral triangle
11
35508
3228
60 cm circular
10
45130
4513
90 cm high octagon
1
8205
8205
90 cm x 30 cm rectangular Hazard
12
48000
4000
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67- 2012 fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick with area not exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., complete. reflectivity warranty as per IRC:67-2012
2
22982
11491
Providing and fixing reflective road studs of category A Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismetic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280-. The reflective raised pavement markers shall also confirm to the MoRTH Circular No.. rw/nh.33023/10/97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRTH circular. The strength of detachment of the integrated cylindrical shanks, from the body is to be minimum value of 500 kgf. 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 manufactures recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kgtested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRTH specification 804 etc. complete
590
283200
480
Speed Breaker
7
4900
700
Sub-Total (1)
-
8014411
-
Rectification of Blackspot TN-02-414 (Sathiyapuram) from Km 95+700 to Km 96+150) in Trichy to Madurai section of NH-38 in the State of Tamil Nadu
-
-
-
Road Work
-
-
-
Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
156.69
30241
193
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
1361.77
209712
154
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
1074.88
769610
716
Construction of granular sub-base by providing close graded 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 desired density, complete as per clause 401 Material Grading -1
462.75
1329943
2874
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
496.88
1491618
3002
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
98.13
952303
9705
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
78.5
860909
10967
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1962.5
25512
13
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1962.5
111862
57
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
83
33864
408
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407
32
12896
403
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
0.08
11260
137329
Dismantling of flexible pavements and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately:By Mechanical means: (Bitumenious)
43.02
71327
1658
Dismantling of flexible pavements and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately: By Manual means: Granular
119.5
139217
1165
Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
273
47775
175
Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
30
870
29
Providing and erecting single sided double guard metal beam crash barrier system 1.70 m high, comprising of 3 mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and galvanized having Zinc mass of 550 gms/sqm minimum 950 mm above road/ground level fixed on ISMC series channel vertical post 150*75*5 mm spaced 2m centre 312 mm X 83mm flange width x 3 mm thick, 4318mm long post directly embedded in the concrete( M15) pit size 350X350X800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to ID:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge.
100
650000
6500
Construction of retaining wall
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
633.6
233798
369
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
26.4
80071
3033
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M 15)
79.2
625284
7895
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M-35)
365.2
3552665
9728
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
309.65
732631
2366
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
25.56
2354214
92091
Traffic Signs, Markings & Other Road Appurtenances
-
-
-
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising 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 strakes and holes etc complete as per MORT&H specification No. 803.
-
-
-
Edge line ,centre line & others
213.68
190170
890
Thermoplastic Strip Marking (5 mm Thickness)
172.8
153792
890
Thermoplastic Strip Marking (15 mm Thickness)
129.6
115344
890
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., complete. reflectivity warrenty as per IRC:67-2012
-
-
-
90 cm equilateral triangle
8
41008
5126
60 cm equilateral triangle
2
6456
3228
60 cm circular
4
18052
4513
90 cm high octagon
1
8205
8205
90 cm x 30 cm rectangalar Hazard
7
28000
4000
Providing and erecting of Retro- Refectory cautionary, Mandatory and Informatory signs (with defination board) made out of high intensity prismatic grade sheeting confirming to Type-XI standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm X 25 mm X 3mm Mild steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflective sheeting shall be covered under 7 year warrenty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRTH specification No. 801)
1.92
27561
14355
Providing and fixing reflective road studs of category A Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismetic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280-. The reflective raised pavement markers shall also confirm to the MoRTH CIRCULAR nO. rw/nh.33023/10/97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRTH circular. The strength of detachment of the integrated cylindrical shanks, from the body is to be minimum value of 500 kgf. 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 manufactures recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kgtested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRTH specification 804 etc. complete
606
290880
480
Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide and warn various vehicle drivers of a forthcoming flyovers, crossover, underpass and other intersections and accident prone region. Manufactured using superior grade battery, solar panel and other components, clearly visibile for enhancing road safety during fog, rain and other adverse weather condition as per Clause 6.15 of Performance Standards of Scope of Work including maintenance and replacement of the same and as directed by the Engineer-in-charge. The warranty so provided by the Supplier will be in the name of NHAI
2
54108
27054
Speed breaker
10
15000
1500
Utility Shifting
-
486249
-
Sub-Total (2)
-
15762416
-
GRAND TOTAL (1+2)
-
23776828
-
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