National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Road Construction
Eprocure
Opening Date28 Dec 2024
Closing Date27 Jan 2025
Tender Amount₹ 20,90,81,139
Costs
EMD
₹ 31,36,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
Permanent Rectification Of Black Spots Tn-(03)-156 And Tn-(03)-157 By Constructing A Vup At Km 9.890 (keeladi Junction) And Service Road At Km 17.000
Description
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Contact
Tender Id
2024_NHAI_221715_1Tender No
NHAI/17011/01/116/2024/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
Dismantling of Granular material and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately: - 2.5 II B
2369.5
98
234106.6
... More
Dismantling of kerb and disposal of dismantled material with all lifts and upto a lead of 1000 metre - 2.8
716
31
22196
... More
Item :2 - Main Carriageway
-
-
-
... More
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. - 3.3
8890
304
2709672
... 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. - 3.16
24845
566
14064754.5
... More
Construction of subgrade 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. - 3.18
3558
579
2061861
... More
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407. - 4.16
479
429
205639.49
... 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 - 4.1A (II)
1314
3327
4371809.4
... 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.- 4.14 B
1936
3624
7016393.12
... More
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 0.70 to 1.00 kg/sqm using mechanical means over granular surface using slow setting bituminous emulsion as per IS : 8887 complete as per Technical Specifications Clause 502.- 5.1A(i)
7745
63
493356.5
... More
Providing Dense Graded Bituminous Macadam (DBM) course Grading II of Table 500-10 using VG-40 grade bitumen with minimum bitumen content of 4.50% in one or two layers complete as per Technical Specification Clause 507. - 5.4(ii)
697
10121
7054518.22
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per IS:8887 all complete as per Technical Specification Clause 503. - 5.2 (ii)
7745
9
76907.85
... More
Providing and laying Bituminous Concrete wearing coat using Bituminous Concrete Grading -I with minimum bitumen content of 5.20% complete as per Technical Specifications Clauses 501 and 509. - 5.5(i)
321
12599
4044461.97
... More
Item :3 - Construction of Vehicular Under pass structure along with Service Road
-
-
-
... More
Excavation for Structures (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.) - 12.1
882.45
168
149046.38
... More
Plain Cement Concrete in levelling course excluding reinforcement complete as per drawings and Technical Specifications Sections1500, 1700 and 2100. M15 grade - 12.8 A Case I
31.33
8660
271293.5
... More
Plain Cement Concrete/ Reinforced Cement Concrete in foundation and substructure excluding reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700 and 2200. M35 grade foundation - 12.8 H Case I
275.4
10119
2787042.49
... More
Plain Cement Concrete/ Reinforced Cement Concrete in foundation and substructure excluding reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700 and 2200. M35 grade Substructure - 13.5 H (p)
208.35
10704
2230178.4
... More
Plain Cement Concrete/ Reinforced Cement Concrete in foundation and superstructure excluding reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700 and 2200. M35 grade Superstructure - 14.1 D (i) p
244.8
11353
2779214.4
... More
Reinforced Cement Concrete Crash Barrier (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 IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) - 8.22(i)
41.2
5460
224952
... More
Providing & Laying of PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification - 15.18 Case I
14.19
8291
117649.29
... More
Reinforced cement concrete (M-30 grade) approach slab including reinforcement and formwork complete as per drawing and Technical specification - 15.19
45.15
13508
609886.2
... More
Providing Down take PVC pipe for drainage of storm water with 110 mm dia , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications - 15.17
85
364
30940
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.- 14.17(iii)
13.5
86
1161
... More
Providing and laying wearing Coat of 65 mm thick with Mastic Asphalt 25mm & Bituminous Concrete 40mm with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope.- 5.11
412
1677
690940.48
... More
Providing Drainage Spouts complete as per drawing and Technical specification - 14.9
4
2287
9148
... More
Providing, cutting, bending and fixing TMT/HYSD bar reinforcement in reinforced concrete structures complete as per drawings and Technical Specification Section 1600.- 14.2
65.57
82548
5412631.09
... 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.- 15.27
145.13
3256
472527
... More
Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.- 4.19
67.5
1351
91251.9
... More
Item : 4 - Service Road
-
-
-
... More
Dismantling of Flexible Pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately - 2.5 II A
46.86
651
30510.55
... More
Dismantling of Granular material and disposal of dismantled materials upto lead of 1000 m, stacking serviceable and unserviceable materials separately: - 2.5 II B
191.7
98
18939.96
... More
Dismantling of RCC retaining wall and disposal of dismantled materials upto ma lead of 1000 m, stacking serviceable and unserviceable materials separately - 2.4 (i) II B
93.19
1565
145922.77
... More
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. - 3.3
4220.69
304
1286465.7
... More
Construction of embankment with cut earth deposited at site obtained from RE wall excavation and compacted to meet requirement of table 300-2- Toe filling - 3.17
1979.36
82
163693.06
... More
Construction of subgrade 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
4165
579
2413617.5
... More
Constructing Granular Sub-base (GSB) with approved materials conforming (Table 400-1) with all lifts and leads all complete as per Technical Specifications Clause 401. - 4.1 A (iv) for Grading IV.
1761
3629
6390985.98
... More
Constructing Wet Mix Macadam (WMM) to full width for widening with approved material complete as per Technical Specification Clause 406. - 4.14 B
2201.25
3624
7977704.21
... More
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 0.70 to 1.00kg/sqm using mechanical means over granular surface using slow setting bituminous emulsion as per IS : 8887 complete as per Technical Specifications Clause 502. - 5.1A (i)
8805
63
560878.5
... More
Providing Dense Graded Bituminous Macadam (DBM) course Grading II of Table 500-10 using VG-40 grade bitumen with bitumen content of 4.50% in one or two layers complete as per Technical Specification Clause 507. - 5.4(ii)
543.45
10121
5500398.75
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per IS:8887 all complete as per Technical Specification Clause 503. - 5.2(ii)
9715
9
96469.95
... More
Providing and laying Bituminous Concrete wearing coat using Bituminous Concrete Grading -II with bitumen content of 5.40% complete as per Technical Specifications Clauses 501 and 509. - 5.5 (ii)
213.15
12765
2720981.25
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. - 12.8 A Case I
162
8660
1402973.46
... More
Providing and Construction of cement concrete kerb M-20 with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 fou'tn 150 mm thick, foundation using 20mm Granite & clean seived approved fine aggregates having 50 mm proj'tn beyond kerb stone, laid with kerb laying machine, fou'tn concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including cost of all mat's, labour, h.c of mach., load & unload, lead and lift, transporting etc., complete. B. Using Concrete Batching and Mixing Plant - 8.1 A(ii)
966
326
314916
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) - 8.8
376.74
134
50483.16
... More
PCC M15 - Leveling Course - Retaining wall
145.35
6766
983571.82
... More
a) Foundation - RCC M25
589.3
9912
5841453.93
... More
b) Sub-Structure - RCC M25
375.32
10261
3851158.52
... More
HYSD
-
-
-
... More
a) Foundation
47.14
81896
3860905.02
... More
b) Sub-Structure
30.03
82222
2468764.88
... More
Item : 5 - RCC Drain
-
-
-
... More
Providing and Laying M15 Grade Plain cement concrete in drain foundation complete as per drawing and technical specifications - 12.8 A Case I
145.6
8660
1260944.05
... More
Providing and Laying M20 Grade Reinforced cement concrete in drain raft, wall & slab complete as per drawing and technical specifications - 13.5 B (p)
842.4
9775
8234460
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
1040
459
477360
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications - 13.6
42.52
82222
3496079.44
... More
Item : 6 Road Furnitures
-
-
-
... 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.)
(Rate as per Road Fruniture Rates: Meeting of the Board of Engineers held on 24-09-2021). - HW-W0089
390.1
890
347189
... More
Providing and fixing of road stud 100 x 100 mm, die-cast I naluminium, 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 60mm and bedded in a suitable bituminous grout ot epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. - HW-W0090
416
480
199680
... More
Supply and Fixing of Flexible Median Marker shall be made of combination of tough, high impact resistant molded thermoplastic body with U shaped structure and rebound property. The physical parameters of the flexible median marker shall be minimum Overall Height – Minimum 180 mm, Body thickness – Minimum 2mm, Shank depth: Minimum 30 mm. The exposed body structure should be corned rounded for better aesthetics. The plastics used for the molding the flexible median marker shall have a minimum notched Izod impact strength value of 4.11J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256.The outer part of the body shall have the Abrasion loss not less than 35 mm3 when tested accordance with DIN53505 and DIN53516 respectively and shall retain at least 70% of this value when it is subjected to accelerated weathering for 500hrs as per the ASTM G155 standard. The flexible median marker shall have U shaped florescent yellow color retro-reflective sheeting with minimum exposed reflective area of 285 mm2. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The third party test report for the reflective sheeting shall be submitted along with the product information. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bed up to 90 degrees on both sides (becoming completely horizontal), it should be able to take minimum 200 stamping without
any significant damage. - HW-W0094
290
1980
574200
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 all complete as per Tech spec and as directed by the Engineer-in-charge.
-
-
-
... More
Highway Sign Boards
-
-
-
... More
600mm Triangular
14
3228
45192
... More
600mm Circular
2
4513
9026
... More
Single Chevron board
12
3860
46320
... More
1200mm x 800mm
3.84
8120
31180.8
... More
90 cm high octagon
2
9976
19952
... More
Other Miscellaneous Sign Boards
-
-
-
... More
Two way Hazard Marker (450mm x 900mm) - HW-W0092
4
4000
16000
... 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.
766
6500
4979000
... More
Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 30 m apart, 1.8 m overhang on both sides if fixed on approaches and on one side if fixed on the footpath, fitted with sodium vapour lamp 70 watts and fixed firmly in concrete foundation including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete
-
-
-
... More
Service Road
32
78000
2496000
... More
Supply & Installation of Anti Glare Screen
made from HDPE Material as per ASTM D3418) Single Wall with Reflector Size : 900mm X 230mm (At the locations of narrow Median)
230
750
172500
... More
Rain water harvesting system
8
57000
456000
... More
Item : 7 - Widening of Pipe Culvert
-
-
-
... More
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.
60.55
168
10226.9
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification - 15.3
10.58
3607
38162.06
... More
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M15 - 12.8 A Case I
2.99
8660
25894.39
... More
Plain cement concrete in sub-structure complete as per drawing and Technical Specifications- PCC M15 Encasing - 13.5 A (p)
17.03
9120
155313.6
... More
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M20 - 13.5 B (p)
28.2
9775
275655
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M25 - 13.5 F (p)
4.23
10484
44347.32
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications - 13.6
0.38
82222
31244.36
... 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 .- 15.12
11.5
8333
95829.5
... More
Item : 8 - Widening of Minor Bridge
-
-
-
... More
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. - 12.1 IB Case (i)
1045.56
168
176595.76
... More
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M15 Levelling course - 12.8 A Case I
93.59
8660
810511.62
... More
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M15 -Curtain Wall. - 13.5 A (p)
108.06
9120
985514.04
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M30 - Foundation - 12.8 F Case I
37.27
9745
363228.63
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M35 - Foundation - 12.8 H Case I
184
10119
1862076.32
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M30 - Sub Structure - 13.5 G (p)
40.63
10541
428301.91
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M35 - Sub Structure - 13.5 H (p)
106
10704
1134624
... More
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC M35 - Super Structure - 13.5 H (p)
167
10704
1787568
... More
Backfilling of ordinary earth fill being Ret Wall complete as per technical specification. - 13.9 A
1090.75
1398
1525900.52
... 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. - 13.10
151.8
3256
494335.18
... More
Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and Technical Specifications - 12.4
19.1
81896
1564219.71
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications - 13.6
8.25
82222
678413.72
... More
Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and Technical Specifications - 14.2
14
82548
1155672
... More
Reinforced Cement Concrete Crash Barrier (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 IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) - 8.22(i)
64.74
5460
353480.4
... More
Providing and fixing in position 20mm Thick premoulded joint filler in expansion joint for fixed ends of simply supported spans. - 14.17 (iii)
16.37
86
1407.48
... More
Providing Drainage Spouts complete as per drawing and Technical specification - 14.9
8
2287
18296
... 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 - 13.8
240
459
110160
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications - Random Rubble Masonry (Rigid Apron) - 9.11 A
154.55
8035
1241809.25
... More
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. - 16.11
213.98
2323
497063.93
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification - 16.5
15.97
3718
59372.74
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications - 16.4 A
31.94
2182
69688.72
... More
Prestressed / Reinforced cement concrete grade M-20 & above - 2.4 (i) I c
28.5
3244
92468.25
... More
Cement Concrete Grade M-15 & M-20 - 2.4 (i) I b
3840.05
1268
4870722.91
... More
Item : 9 RE WALL Approaches
-
-
-
... More
Excavation for RE Wall in ordinary soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.- 15.1 B(i)
8890
169
1502410
... More
Providing and laying Plain cement concrete M15 grade in Levelling pad & below Friction Slab, mechanically mixed and compacted, including shuttering all complete as per drawings and Technical specifications. 15.14 A Case(i)
291
9120
2653920
... More
Providing Casting, and Fixing of pre cast facia elements in RCC M35 Grade for reinforced soil embankments for approach returns and abutments as per specifications given in the drawing including all materials connections ,joints ,fittings and erection of Facia and reinforcment etc complete in all aspects as directed by the Engineer in charge and as per the specifications including casting and errection of PC units along with necessary insitue concrete works for foundation as well as coping and loop holes ,perferrated drain pipes behind the wall for necessary drainage arrangement etc complete for finished item of work . (The rate Includes Cutting, Bending and fixing of steel Reinforcement as per approved drawings) RE Wall - 7.4 B(ii)
3459
2226
7699734
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M 20 - 12.8 B Case I
94
9276
871962.8
... More
Providing and laying of Filter media at the back side of abutment retaining wall and RE wall and return wall , using 50% of 150mm IRC soling stone and 50% of 40 mm HBG metal 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 RE wall to the full height compacted to a firm condition including cost and conveyance and all labour chargse as directed by the departmental officers as per drawing and Technical Specification as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work. - 13.10
1285
3256
4184589.65
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications - RCC M35 - Coping beam - 14.1 D(i)p
23.83
11353
270564.7
... More
Reinforced Cement Concrete Crash Barrier with Friction slab (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 IRC:21 and PVC pipe with 110mm, withdowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) - 7.0 Suggestive
663
19343
12824409
... More
Reinforced Cement concrete M 40 grade for Crash barrier over Retain walls including reinforcement completed as per drawing and Technical Specification section 1500,1700 and 2200 - 8.22(i)
148
5460
808080
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) - 8.8
1449
134
194166
... More
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 409 - 8.1 A (ii)
990
326
322740
... More
Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling - 7.1
766
1402
1073932
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. - 15.14 A Case(I)
168.39
9120
1535758.75
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. - 14.2 (a)
23.7
82548
1956222.5
... More
Utility Shifting
-
-
-
... More
Keeladii Junction (as per the estimate providd by TNEB)
-
4095287
4095287
... More
Sub Total(A)
-
-
188580674.86
... More
Construction of Service Road from Km 16+550 to Km 17+100 along with drain on RHS (Thiruppuvanam EB office)
-
-
-
... More
Item :1 - Construction of Service Road on RHS
-
-
-
... 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
2304
156
359654.4
... More
Construction of Embankment 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
645
524
338367
... More
Construction of subgrade 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
1680
543
913080
... 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
504
2999
1511914.32
... 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.
840
3317
2786582.4
... More
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 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 409
746
320
238720
... More
Kerb Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
253.64
127
32212.28
... 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.
3360
43
145555.2
... More
Dense Graded Bituminous Macadam (DBM) course Grading II of Table 500-10 using VG-40 grade bitumen with minimum bitumen content of 4.50% in one or two layers complete as per Technical Specification Clause 507.
168
10540
1770861.12
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per IS:8887 all complete as per Technical Specification Clause 503.
3360
12
40555.2
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with minimum 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
100.8
12554
1265511.74
... More
Item : 2 - RCC Drain
-
-
-
... More
Excavation for drain and roadway widening in soil by mechanical means including loading cutting and pushing the earth to site of embankment upto a distance of 100 metres [average lead 50 metres], including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections:
273
189
51597
... More
Construction of Embankment 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
315
515
162225
... More
Providing and Laying M15 Grade Plain cement concrete in drain foundation complete as per drawing and technical specifications
72
8654
623135.52
... More
Providing and Laying M20 Grade Reinforced cement concrete in drain raft, wall & slab complete as per drawing and technical specifications
331.2
9496
3145254.05
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
480
223
107040
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
23.64
89581
2117623.18
... More
Item :3 Road Furnitures
-
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with (yellow colour) 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.)
220.01
890
195808.9
... 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
746
480
358080
... More
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) 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 fixed over a back supporting 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 67-2022 and firmly fixed to the ground by means of peoperly 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-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
Rumble Strip Sign (60cm equilateral triangle)
2
5126
10252
... More
50 kmph sign boards -BHS
2
4513
9026
... More
Danger warning sign board (Fig.15.43 of IRC 67)
2
5126
10252
... More
No-overtaking Sign Boards of 750mm dia. on BHS (Ref: IRC 67-2022, Fig. 14,23)
2
4513
9026
... More
Two Way Hazard Marker (450 mm x 900 mm)
3
4000
12000
... More
Hazard Marker (300 mm x 900 mm)
8
4000
32000
... More
Solar Street lighting with single pole and double arm fitting 40 W (6000 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
-
-
-
... More
for MCW-Double arm street lighting at median.
10
78000
780000
... More
16 m high hot dip galvanised mast suitable to mount 8 No in assymmetrical type mounting along with high-quality integrated LED Flood Light with a minimum system lumen of 24100 Lm and system wattage not exceeding 195W with a nominal efficiency 130 lumen/watt and luminaire shoud have medium Asymmetric and symmetric optics. The housing should be of non-corrosive high-pressure die-cast aluminum to with stand extreme environments. Confirming to Minimum 40 Lux as per IRC 4 lane manual designed as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty intenal lock, lantern carriage, suitable winching arrangement , Cost includes foundation, errection and transportation including supply and laying of reqired cable for getting electrical connection from TNEB and as per Clause 6.14 of Performance Standard 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.
1
528100
528100
... 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.
373
6500
2424500
... More
Utility Shifting
-
-
-
... More
Thirupuvanam EB office (as per the estimate provided by TNEB)
-
521531
521531
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