National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date28 Nov 2024
Closing DateCancelled
Tender Amount₹ 95,48,71,951
Costs
EMD
₹ 95,49,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
One Time Improvement Works In Existing Two Laning Of Ecr From Nagapattinam -ramanathapuram Section From Km 8/000 To Km 187/150 Of Nh-32 (old Sh-200)
Description
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Contact
Tender Id
2024_NHAI_216725_1Tender No
NHAI/17011/01/113/2024/RO MaduraiTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Stretch having MCW width different than 7.5m
55107.5
-
-
... More
Total
1358607.5
11
16072326.73
... More
Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects.)
-
-
-
... More
Profile correction work @ 5% of BC quantity
2988.94
9880
29531589.3
... More
Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects)
-
-
-
... More
Stretch having MCW width of 7.5m
52140
-
-
... More
Stretch having MCW width different than 7.5m
2204.3
-
-
... More
10% quantity for profile correction and extra widening in curves
5434.43
-
-
... More
Total
59778.73
11407
681916895.67
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 streaks and holes.)
-
-
-
... More
Edge line
53745
-
-
... More
Centre line
13436.25
-
-
... More
For median marker and junction markers 20% of the above
13436.25
-
-
... More
Rumble strip and traffic calming measures
3091.5
-
-
... More
Total
83709
890
74501010
... More
Road Markers/Road Stud with Lense Reflector (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 prismatic 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, (of diameter not less than 19 +/ - 2mm arid height not less than 30+/ - 2 mm) from the body is to be a 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 manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc.
-
-
-
... More
Edge lines
19905.56
-
-
... More
Centre lines
9952.78
-
-
... More
For median marker and junction markers
5971.67
-
-
... More
Rumble strip and traffic calming measures
3580
-
-
... More
Total
39410
480
18916800
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces: Painting Two Coats on New Concrete Surfaces
-
-
-
... More
For RoB/Major Bridges/Concrete crash barrier
-
-
-
... More
At Km 8+600
345
-
-
... More
At Km 17+800
310.5
-
-
... More
At Km 47+700
218.5
-
-
... More
At Km 64+000
172.5
-
-
... More
At Km 69+100
172.5
-
-
... More
At Km 74+000
230
-
-
... More
At Km 84+000
241.5
-
-
... More
At Km 92+000
540.5
-
-
... More
At Km 98+300
281.75
-
-
... More
At Km 131+800
225.4
-
-
... More
At Km 152+500
163.3
-
-
... More
At Km 180+000
349.6
-
-
... More
At Km 184+200
345
-
-
... More
At Bus shelter locations
-
-
-
... More
Wall back side
292.5
-
-
... More
Side wall
325
-
-
... More
Deduction for Opening
-72
-
-
... More
Roof Slab
395.25
-
-
... More
Roof side
38
-
-
... More
Total
4574.8
121
553550.8
... More
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier system 1.80m high, comprising of 3mm 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 dip glavanized having Zinc Mass of 550gms/ sqm, minimum 95mm above road / ground level fixed on ISMC series channel vertical post 150X75X5mm spaced 2m center to center 312mmX83mm flange width X 3mm 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 glavanized conforming to IS:1367 clause 4.60 all complete as per Technical specification and as directed by the Engineer- in-charge .
14665
6500
95322500
... More
Supplying and installation of delineators (Roadway Indicators) 95cm high above ground level of total length 135 cm. Painted black and white in 15 cm wide strips fitted with 3 nos. Rectangular micro prismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mmx 100 mm one in each block strip duly revitted in the rectangular tubular section facing direction of traffic. Rectangular tubular section of size 100mm x 50 mm x 3 mm (Thickness). The tubular section of the delineator is encased all around with steel welded wire mesh of thickness 2.5 mm, in size 120 mmx 70 mmx 760 mm as shown in the drawing the welded wire mesh is painted with two coats synthetic enamel white paint after applying two coat red oxide primer. The delineator is embedded in M15 cement concrete in pit size 300 mmx 300 mmx450 mm. The rate quoted is for the complete job as per drawing and direction of Engineer.Two years warranty certificate for vertical delineators for the quality installed and a certified copy of test reports from an independet test laboratory conforming to mechanical properties shall be obtained from the manufacturer by contractor and submitted to the engineer-in-charge.
4292
313
1343396
... More
Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign(without definition board)made out of High intensity Prismatic grade sheeting confirming to type XI standards IRC 67-2010 and ASTM D 4956 -09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x3mm Mild steel angle iron post 75mm x 75mm x 6mm with a clear Height of not less then 2.10m from the ground level to the bottom of the sign board and 0.6m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M -15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyonce of all materials,equipment,machinary and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer incharge.High intencity retro-reflectro sheets shall consists of min coefficient of retro-reflection as per table 6.6 of IRC 67-2012.The retro refletive sheeting shall be covered under 7 years warranty issued for field performance and a certified company of 3 years outdoor exposure report shall be obtain as pr IRC 67-2012 (as per MORTH specification no 801)
-
-
-
... More
Hazard Markers
52
4000
208000
... More
Side road sign
220
3228
710160
... More
Major road Ahead Sign
138
5126
707388
... More
Curve signboard
208
5126
1066208
... More
Chevron sign board
1202
5126
6161452
... More
Go slow Sign
449
5744
2579056
... More
Stop board
358
8205
2937390
... More
Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminum sheeting 1.5mm thick fixed on a back supporting frame and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing and as directed by the Engineer.10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for type XI retro reflective sheeting from the manufacture and certificate copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender.
-
-
-
... More
Information sign board 0.90 sqm
50
14041
702050
... More
Information sign board more than 0.90 sqm
33
14355
473715
... More
Sub-Total (A)
-
-
933703487.49
... More
Traffic Diversion at Km 103+800 on RHS
-
-
-
... More
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.
0.12
330178
39621.41
... More
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1800
156
280980
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
1080
514
555660
... More
Sand Filling for below pipe as per Drawing & Technical Specification
13.8
2951
40723.8
... More
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets
60
5801
348060
... More
PCC under NP4 pipes
9.9
8568
84823.2
... More
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
540
543
293490
... More
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
188
2999
563968.04
... More
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
172
3317
570585.92
... More
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
800
41
33440
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
800
14
11336
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects.
44.48
11185
497518.14
... More
Traffic Signs
-
-
-
... More
Speed Breaker Board
2
5126
10252
... More
Take Diversion Board
2
5126
10252
... More
No overtaking board
2
4513
9026
... More
Men At Work Board
2
5126
10252
... More
50 km Speed limit Board
2
4513
9026
... More
Providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mmX25mmX3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m 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 properly 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 chargers 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- reflection as per Table 6.6 of IRC 67- 2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per MORT&H Specification No.801)
-
-
-
... More
for sign having area more than 0.9 sqm) Type-IV
4.8
11805
56664
... More
Providing and Fixing of Retro- Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mmX25mmX3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear 0.6mm below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly 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 chargers 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- reflection as per Table 6.6 of IRC 67- 2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per MORT&H Specification No.801)
2
4000
8000
... More
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level , painted at alternatively black and white in 15cm wide strips, fitted with 80X100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 etc., complete (as per MORT&H specification No.806)
30
2400
72000
... More
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl / methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming 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 15mm, 90mm and 100mm 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,(of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500kgf. 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 marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MORT&H specification 804 etc., complete
444
80
35520
... More
Providing and laying of hot Thermoplastic Compund 2.5 mm thick including reflectorising glass beads @250gms 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 etc complete as per MORT&H specification No.803
300
890
267000
... More
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
404.48
743
300730.88
... More
Sub-Total (B)
-
-
4108929.39
... More
Culvert reconstruction at Km 103+800
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
21.6
1354
29252.88
... More
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
19.8
743
14721.3
... More
Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in foundation up to a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level.
6.31
7103
44805.72
... More
Reinforced cement concrete M30 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in superstructure at any level excluding steel reinforcement but including centering and shuttering laid in position [MoRTH Specification : Clause 1000/1700]
-
-
-
... More
(i) Foundation
20.21
8333
168368.26
... More
(ii) Sub Structure
14.17
9683
137256.53
... More
(iii) Solid slab superstructure
12.69
9683
122877.27
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement as per Drawing and Technical Specifications.
-
-
-
... More
(i) Foundation
1.72
84262
144715.26
... More
(ii) Sub-Structure
1.2
84573
101899.89
... More
(ii) Super Structure
1.08
84884
91560.13
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to MoRT&H Specification and as per details given IRC:5 (Fig-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area0.243 Sqm/Meter)
17
5553
94401
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
48
452
21696
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
3
187
561
... More
Painting on Crach Barrier
17
113
1921
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
29.7
1375
40837.5
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
24.3
3659
88913.7
... More
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
6.48
2999
19438.9
... More
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6.48
3317
21496.49
... More
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
32.4
41
1354.32
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
932.4
14
13212.11
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects.
9
11185
100666.89
... More
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl / methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming 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 15mm, 90mm and 100mm 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,(of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500kgf. 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 marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MORT&H specification 804 etc., complete
36
480
17280
... More
Providing and Fixing of Retro- Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mmX25mmX3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear 0.6mm below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly 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 chargers 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- reflection as per Table 6.6 of IRC 67- 2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per MORT&H Specification No.801)
4
4000
16000
... More
Sub-Total (C)
-
-
1293236.16
... More
Rectification of 28 Nos. of Hotspots under Nagapattinam, Thiruvarur & Pudukkottai Districts
-
-
-
... More
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.
15.6
218755
3412584.24
... More
Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
5292
480
2540160
... More
Transverse Bar Markings:
Road Marking with Hot Applied Thermoplastic Compound (Yollow Colour) with Reflectorising Glass Beads on Bituminous Surface (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 streaks and holes as per MORT&H clause 803)
3674.4
890
3270216
... More
Solar Street lighting with single pole and double arm fitting 45 W (5050 LUMENS ) -Blue tooth enabled MPPT BASED CHARGE CONTROLLER with dimmable solar street lights with 2 x (2X100WP) panel , 2 x (100 ah x 2 ) AH battery , 24 v system, metal battery box, 9 Mts octagonal pole with all accessories recoated battery box ,Automatic switch on / off, Duty Cycle12 hrs working each night , protections for system like - Overcharge protection for battery ,Deep discharge protection for battery, Reverse polarity protection for panel and battery Temperature compensated charging for battery Standards :EN50530 for MPPT performance ,Solar Panel :IEC 61215,Electronics, EN50530 : MPPT Performance evaluation , IEC62124 : Solar standalone system performance ,IEC61347-2-13 : LED driver safety ,IEC 62384 : LED driver performance, CISPR 15 : Radio disturbance characteristics, IEC61547 : EMC Immunity requirements ,IEC60598, 36 hrs back up
44
92000
4048000
... More
Supplying and fixing LED solar blinker mounted on a steel poles to guide warm 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 visible 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 supplier will be in the name of NHAI
76
29995
2279620
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
280
11
3312.4
... More
Speed Breaker (BC - Grading 2)
18.62
11407
212404.86
... More
Sub-Total (D)
-
-
15766297.5
... More
Grand Total (Sub-Total A+B+C+D)
-
-
954871950.53
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