National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Feb 2025
Closing Date22 Feb 2025
Tender Amount₹ 84,85,34,707
Costs
EMD
₹ 84,85,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
Construction Of Vup With Service Road At Km 220.280 (kavalkinaru) And Lvup At Km 78.050 (
Description
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Contact
Tender Id
2025_NHAI_222513_2Tender No
NHAI/17011/01/117/2025/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
... More
Plain cement concrete M 15 in open foundation complete as per drawing and technical specifications
103.82
6226
646458.07
... More
Plain/Reinforced cement concrete RCC M35 in open foundation complete as per drawing and technical specifications
1078.08
7697
8298628.61
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
86.25
81701
7046714.7
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
... More
For Viaduct portion (M 35 Grade concrete)
-
-
-
... More
Height upto 5 m
378.67
8142
3083131.14
... More
Height upto 5 to 10 m
297.47
8319
2474652.93
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
54.09
82058
4438517.22
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
-
-
... More
POT PTFE Bearing
13500
850
11484990
... More
Structural Cement concrete Grade M-50 for reinforced concrete/PSC in superstructure complete including steel formwork,scaffolding etc. as per drawing and technical specification.Using Batching Plant, Transit Mixture, and Concrete Pump.
970.14
11770
11418547.8
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
97.01
82415
7995079.15
... More
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
15
181687
2725305
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
72.48
6720
487065.6
... More
Reinforced cement concrete M-30 in approach slab including reinforcement and formwork complete as per drawing and Technical specification
144.96
8436
1222882.56
... 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:6-2014 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)
307
4800
1473600
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 40 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
120.8
17718
2140334.4
... More
Providing and erecting Drainage Spouts with 0.15m long GI pipe 150mm dia and GI bolt 10mm dia with Galvanised MS flat clamp complete as per drawing and Technical specification as per clause 2705 of MoRT&H specifications including all material, labour, machinery etc.
12
1453
17436
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
138.32
13417
1855839.44
... More
Sub-Total (1.1)
-
-
67126747.65
... More
Construction Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.)
-
-
-
... More
FOR Approach Portion
-
-
-
... More
Excavation for foundation including backfilling.
20934.75
100
2110013.45
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
... More
For RE Panal Wall
191.19
6226
1190486.6
... More
Providing Reinforced Earthwork technology along with casting and installations of RCC grade M35 RE wall Facia panels at approaches of structures including steel, temporary form work, scaffolding and provision of loops/lugs for lifting of pannels and joining the reinforcing elements all Material etc complete as per Drawings and technical specifications.
14205.59
1792
25456417.28
... More
Reinforcing elements of Synthetic Geogrids for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for Glass reinforced polymer/fibre reinforced polymer/polymeric strips.
14205.59
314
4460555.26
... More
Embankment Construction with Material Obtained from Borrow Pits (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)
138948.74
1074
149314316
... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specifications
-
-
-
... More
M35 Grade
-
-
-
... More
RE Wall Coping Beam
59.48
8319
494814.12
... 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.
6897.35
3727
25712148.25
... 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:6-2014 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)
2688
4800
12902400
... More
Plain/Reinforced cement concrete M35 Grade in Friction Slab complete as per drawing and technical specifications
1998.26
8319
16623524.94
... More
Supplying, fitting and placing HYSD bar reinforcement in Friction Slab complete as per drawing and technical specifications
79.93
81701
6530364.13
... More
BOX culvert widening required as per site condition
20
78614
1572280
... More
Sub-Total(1.2)
-
-
246367320.03
... More
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.
19958.4
1146
22874322.24
... More
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.By mechanical means with all lead
10375.2
2420
25112341.58
... More
Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead with approved material complete as per Technical Specification Clause 406.
8164.2
2875
23478279.79
... More
Providing and applying prime coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface )
36960
38
1405219.2
... More
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )
36960
11
438345.6
... More
Providing and laying Dense Bituminous Macadam(Grade II)on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads
4065.6
8937
36335730.82
... More
Bituminous Concrete Grading -I (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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)
1848
11818
21839867.28
... More
Sub-Total(1.3)
-
-
131484106.51
... More
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.
13276.53
1146
15216231.03
... More
Cement Treated Crushed Stone Sub base (Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
5167.08
3568
18437639.89
... More
Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead with approved material complete as per Technical Specification Clause 406.
2152.95
2875
6191367.49
... More
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface )
21529.5
38
818551.59
... More
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )
21529.5
11
255339.87
... More
Bituminous Concrete Grading -I (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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)
1076.48
11818
12721959.05
... More
Sub-Total(1.4)
-
-
53641088.93
... More
PCC 1:3:6 in Foundation (Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification: Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump.
734.4
6552
4811788.8
... More
Structural Cement concrete RCC M-20 for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump With 20mm nominal size aggregate (by using concrete mixer)
1848.24
7370
13621528.8
... More
Steel reinforcement
73.93
81701
6040154.93
... More
Sub-Total (1.5)
-
-
24473472.53
... More
Providing and laying marking of center line and stop line etc with hot thermoplastic compound of approved quality with type-1 glass beeds (Table-800-9) , 2.5 mm thick on road/ plain surface, including reflectorising glass beads type-2 (Table-800-10) @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
1808.38
890
1609458.2
... 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
5280
300
1584000
... 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 M-15, over laid with precast concrete tiles 300x300x25 mm in cement mortar 1:3 including provision of all drainage
8710
1383
12049501.1
... 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
-
-
-
... More
Mandatory/Regulatory Signs
-
-
-
... More
Stop Signs - Octagonal 1200mm
2
9976
19952
... More
Give Way Signs - 1200 mm Equilateral Triangle
2
9177
18354
... More
Speed Limit Signs (Circular) - 1200 mm Diameter
2
12566
25132
... More
Cautionary/Warning
-
-
-
... More
Left/Right Curve - (1200 mm Equilateral Triangle)
2
9177
18354
... More
Pedestrian Crossing - (1200 mm Equilateral Triangle)
2
9177
18354
... More
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
-
-
-
... More
Object Hazard Marker Sign
-
-
-
... More
Left/Right side Object Hazard Marker
2
4320
8640
... More
Two-way Object Hazard Marker
2
6480
12960
... More
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
-
-
-
... More
Informatory/Guide
-
-
-
... More
Flag Type Direction Sign
2
14355
28710
... More
Gantry Mounted advance Direction Sign Ahead of a Grade Separated Junction
2
1015160
2030320
... More
Sub-Total (1.6)
-
-
17423735.3
... More
Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.
68
17899
1217132
... More
Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp
71
11505
816855
... More
Sub-Total (1.7)
-
-
2033987
... More
Utility Shifting
-
-
-
... More
Shifting of M.Tower 8 Nos. and Electrical Poles 14 Nos.
-
-
4539536
... More
Increasing vertical clearance of electrical towerlines of 2 Nos. (1. Loc.5& 6 (Km 16+376 LHS) of SR Pudur - Sankaneri 110 KV SC Line and 2. Loc.307& 308 Feeder (Km 16+376 LHS) of Koodankulam – Sankaneri 230 KV DC Feeder) including shifting of OPWG cable
-
-
32980868
... More
Sub-Total(1.8)
-
-
37520404
... More
Transplantation of Trees
-
-
-
... More
Transplantation of Avenue Trees
148
12450
1842600
... More
Sub-Total(1.9)
-
-
1842600
... More
Grand Total (1)
-
-
581913461.95
... More
Site Clearance And Dismantling
-
-
-
... 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)
-
-
-
... More
By Mechanical Means
-
-
-
... More
a) Bituminous course
2700.89
712
1923303.77
... More
b) Granular courses
6820.74
109
745506.88
... More
Sub-Total(2.1)
-
-
2668810.65
... More
Earth Work
-
-
-
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (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)
15222.4
149
2274226.56
... More
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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)
11245.62
700
7871934
... More
Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408
1586.94
423
672180.18
... More
Sub-Total(2.2)
-
-
10818340.74
... More
Sub-Base, Base-Courses
-
-
-
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (for grading- I Material - Plant Mix method
4875.84
3257
15880659.64
... 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 - Using Paver
5495.98
3478
19120239.62
... More
Sub-Total(2.3)
-
-
35000899.26
... More
Bituminous Pavement Courses
-
-
-
... 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 0.60 kg/sqm using mechanical means
24468.8
68
1682964.06
... More
Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
32708.8
13
457269.02
... 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
a) Grading II (75 – 100mm)
1804.97
10273
18543900.79
... More
b) Grading I (50- 75m)
815
9607
7830104.35
... More
Bituminous Concrete with VG 40 grade bitumen (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 % 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 Nos. 509 complete in all respects) as per drawing and Technical Specifications Clause507, 509 and 521.
-
-
-
... More
a) Grading II (30-40mm)
223.5
13302
2973115.46
... More
b) Grading I (50- 65mm)
820.44
13060
10715225.35
... More
Sub-Total(2.4)
-
-
42202579.03
... More
Drainage, Protection Works & Re Wall
-
-
-
... 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. - Ordinary soil Mechanical Means (Depth upto 3 m)
5657.6
147
835853.82
... More
Providing and laying Plain cement concrete in Levelling Course, mechanically mixed and compacted, including centering and shuttering all complete as per drawings and Technical specifications and as directed by the Engineer-in-charge - PCC Grade M15.
353.6
9389
3319950.4
... More
Providing and laying Reinforced Cement Concrete mechanically mixed including centering and shuttering but excluding cost of reinforcement, all complete as per drawing and Technical specifications and as directed by the Engineer-in-charge - RCC Grade M25.
1578.12
9601
15152745.27
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in all Drain complete as per drawing and technical specifications
63.49
86016
5461198.38
... More
Supplying, fitting and fixing of Iron grating of size 125 mm x 125 mm @ 10 m c/c for entry of water as per drawings and as directed by the Engineer.
210
640
134400
... More
Construction of Reinforced Earth structures (RES) complete
-
-
-
... More
a) Selected fill behind Reinforced Earth wall complete as per drawing and Technical Specification
15346.99
715
10973097.85
... More
b) Providing and erecting precast concrete fascia panels of M35 grade including reinforcement, soil reinforcing element,Filter media,GeoGrid,Geo textile, excavation,M15 Concrete for Levelling pad, all accessories, components including ground improvement complete.
5326.16
5300
28228648
... More
c) Provision of an Reinforced cement concrete crash barrier with friction slab at the approaches to bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:112 and as per dimension in the approved drawing and at locations directed drawing and at locations directed by the Engineer, all specified. (Area-0.185 sqm. /Meter) below frication slab and (Area-1.032 sqm./Meter) Crash Barrier with frication slab.
1300
20500
26650000
... More
d) Embankment Construction with Material Obtained from Borrow Pits (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)
29408.88
650
19115772
... More
Sub-Total(2.5)
-
-
109871665.72
... More
Traffic Signs, Marking And Road Appurtenances
-
-
-
... More
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in PCC M20 grade on PCC M10 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)
2798.8
580
1623304
... More
Kerb Painting (Providing and applying kerb painting with ordinary paints grade - I (IS:164) complete as per drawing and technical specifications clause 803)
898.85
135
121344.75
... More
Providing and fixing reinforced cement concrete M-20 grade hectoMetre, km and 5th km stones including excavation, foundation concrete in M-15 grade and reinforcement including all inscriptions etc. complete as per drawings and Technical Specifications Section '800 and IRC:8-1980.
-
-
-
... More
a) Kilometre stones
1
4214
4214
... More
b) Hectometre stones
5
1182
5910
... 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.)
1309
673
880957
... More
Road Markers/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)
318
480
152640
... 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)
4069
135
549315
... More
Supply and Installation of Double arm Solar street lights - Supply of 2x 80w (+/-5w) Standalone Solar Streetlight System having 2 days backup and Suitable for dimming a) Streetlight Luminaire shall have minimum 12,500 Lumens System output, greater than 160 Lumens Per watt system efficiency, IP66 & IK10 Protection, luminaire made Corrosion proof coated Pressure Diecastaluminum Housing and individual lens for each LED embedded on PC cover.70,000 burning hours life - 1no b) Solar Panel of 300 - 340Wp Mono- Crystalline 36V with excellent aging resistance and UV endurance to withstand harsh environment environmentally sealed to IP67- 1no c) The Batteries using in the system shall be of 25.6V 60Ah, 1536Whr Maintenance free Lithium PherroPhospate battery having minimum 2000 cycles life - 1no d) The Charge controller using in the system shall be 400Wp MPPT type Programmable and dimmable via blue tooth app at site, 93% efficiency, built in protection of Battery Reverse Polarity, Panel Reverse Polarity, Panel Reverse Current, Surge Protection at PV input, Battery Over Voltage, Load short circuit and fuse protection. The Charge Controller shall be kept inside the Pole Junction box e) Supply installation testing and commissioning of above mentioned Solar system on 9 metres height hot dip galvanized Octagonal Pole made of BSEN10025 GI with min top 90mm and bottom 190mm dia made of min 3mm sheet thickness, Base Plate 350x350x20mm, Mounting Brackets for holding Solar panels at the top, Galvanized Battery mounting box and Double arm bracket with all accessories for fixing luminaires as per structural stability design f) Foundation 500mm x 500mm x 1000mm below soil level and 300mm above ground level of M25 Grade and as per instructions by NHAI
104
130000
13520000
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign (TypeXI) as per IRC :67 made of encapsulated lens type reflective 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)
-
-
-
... More
a) Octagonal Sign (Stop) 90cm high
2
8205
16410
... More
b) Hazard marker
14
4000
56000
... More
Direction and Place Identification signs (Type XI) with size less than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.92
11491
22062.72
... More
Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
4206
33
139218.6
... More
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 5 mm, 330 mm long complete as per clause 811)
1442
5442
7847364
... More
Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height), 12.5 Cm in width.,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both spies of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer
260
1980
514800
... More
Sub-Total(2.6)
-
-
25453540.07
... More
LVUP Box
-
-
-
... 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.
316.85
183
58262.38
... More
Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications – PCC M 15
53.4
8876
474015.25
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications – RCC M 35 in foundation.
260.85
10478
2733285.42
... More
Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications – RCC M 35 in Sub structure.
171.65
10610
1821206.5
... 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.
108.38
3489
378145.41
... More
Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications – RCC M 35 in Super structure.
266.56
11473
3058242.88
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications in foundation
20.87
86016
1795167.9
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specificationsin sub structure
13.73
86374
1185915.02
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.in superstructure
21.33
86730
1849950.9
... More
Sub-Total(2.7)
-
-
13354191.66
... More
LVUP – Approach Slab
-
-
-
... More
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification
23.9
8877
212160.3
... More
Reinforced cement concrete M 30 for approach slab including reinforcement and formwork complete as per drawing and Technical specification
50.69
10468
530622.92
... 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)
41.2
5537
228124.4
... More
Sub-Total(2.8)
-
-
970907.62
... More
LVUP Miscellaneous
-
-
-
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
48.28
179
8642.12
... More
Bituminous Concrete with VG 40 grade bitumen (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 % 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 Nos. 509 complete in all respects) as per drawing and Technical Specifications Clause507, 509 and 521 - Grade I.
18.13
13302
241174.87
... More
Drainage Spouts complete as per drawing and Technical specification
4
2296
9184
... 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
181
703
127243
... 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..
49
1322
64807.89
... More
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in PCC M20 grade on PCC M10 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)
52.2
580
30276
... More
Providing and applying kerb painting with ordinary paints grade - I (IS:164) complete as per drawing and technical specifications clause 803)
16.76
135
2262.6
... More
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.
453.2
1739
788441.1
... More
Sub-Total (2.9)
-
-
1272031.58
... More
Misc. for Drain/RCC Crash barrier/RCC Retaining wall Dismantling
-
-
-
... 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 by Mechanical means - Cement Concrete Grade M-15 & M-20
522.6
1075
562004.04
... 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 by Mechanical means - Pre stressed / reinforced cement concrete grade M-20 & above
176.76
1635
289037.95
... More
Sub-Total (2.10)
-
-
851041.99
... More
Utility Shifting
-
-
-
... More
Shifting of 250mm AC pipe from km.77+600 to km.78+500 with 250mm DI (K7/K9) on R/s & Shifting of 200mm MS pipe for 80m across the road at km.78+050 with encasing.
-
-
5059112
... More
Shifting of LT/HT Line & Distribution Transformer , Crossing of HT Double feeder Line from Km.77+750 to KM.78+550 (Erection of 2 Nos Mini Tower Road Crossing & Shifting of 13Nos RSJ Pole, 6 Nos of 9 Mtr PSc Pole , 3Nos of 8Mtr PSC Pole, 3 Nos of Distribution Transformer , 2 Nos of Enhancement Distribution Transformer due to avoid Road Crossing)
-
-
3753080
... More
Sub-Total(2.11)
-
-
8812192
... More
Total (2)
-
-
251276200.32
... 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.)
-
-
-
... More
Retaining Wall foundation (Type 7 - 5m)
529.2
-
-
... More
Retaining Wall foundation (Type 8 - 6m)
466.2
-
-
... More
Total
995.4
171
170830.55
... More
Cement Concrete M15 Grade mix for Levelling Course below Retaining Walls, Bottom Slab of Box Culverts and in Foot-Paths etc.,
-
-
-
... More
Retaining Wall foundation (Type 7 - 5m)
25.2
-
-
... More
Retaining Wall foundation (Type 8 - 6m)
22.2
-
-
... More
Total
47.4
6119
290072.36
... More
Plain/Reinforced cement concrete in M30 grade for open foundation complete as per drawing and technical specifications
-
-
-
... More
Retaining Wall foundation (Type 7 - 5m)
148.2
-
-
... More
Retaining Wall foundation (Type 8 - 6m)
159.1
-
-
... More
Total
307.3
7357
2261002.77
... More
Plain/Reinforced cement concrete in M30 grade for Sub-Structure complete as per drawing and technical specifications
-
-
-
... More
Retaining Wall stem (Type 7 - 5m)
202.5
-
-
... More
Retaining Wall stem (Type 8 - 6m)
221.72
-
-
... More
Total
424.22
7782
3301280.04
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification
-
-
-
... More
Retaining Wall (Type 7 - 5m)
12821.51
-
-
... More
Retaining Wall (Type 8 - 6m)
14595.92
-
-
... More
Total
27.42
76254
2090661.95
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
-
-
-
... More
Retaining Wall (Type 7 - 5m)
11243.33
-
-
... More
Retaining Wall (Type 8 - 6m)
12492.29
-
-
... More
Total
23.74
76587
1817869.03
... 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 face. Complete as per drawing and Technical specifications
-
-
-
... More
Retaining Wall (Type 7 - 5m)
225
-
-
... More
Retaining Wall (Type 8 - 6m)
210
-
-
... More
Total
435
244
106140
... 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.
-
-
-
... More
Retaining Wall (Type 7 - 5m)
180
-
-
... More
Retaining Wall (Type 8 - 6m)
156.51
-
-
... More
Total
336.51
3221
1083996.3
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
... More
Retaining Wall (Type 7 - 5m)
1485.92
1843
2739471.83
... More
Retaining Wall (Type 8 - 6m)
-
-
-
... More
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m 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 galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm 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 galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
200
6500
1300000
... More
Providing and erecting 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 25mm x 25mmx3mm 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 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
90 cm equilateral triangle
20
5126
102520
... More
Providing and erecting 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 25mm x 25mmx3mm 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 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
80 cm x 60 cm rectangular
10
8120
81200
... More
Total (3)
-
-
15345044.83
... More
Grand Total (1+2+3)
-
-
848534707.1
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