National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jan 2025
Closing Date22 Feb 2025
Tender Amount₹ 9,75,41,845
Costs
EMD
₹ 19,51,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NHAI_224715_1Tender No
NHAI/17011/01/119/2025/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
Providing TMT steel bar reinforcement confirming to IS 1786, FR 500 Grade in foundation including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in positiion, tying,lapping and / or welding wherever required and anchoring to the adjoining members where ever necessary as per drawing (laps, hooks and wastage shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete except lead for steel
-
-
-
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Footings, pedestals
11.5
85840
987169.29
... More
Slab
2.5
86056
215140.32
... More
Supplying and filling brick bats of size various from 20 to 40mm in regular layers of 15cm thick including watering,consolidating and rolling with hand roller,etc.,complete.
289.37
907
262656.72
... More
Reinforced cement concrete in Grade M35 in Solid Slab super-structure Completete as per drawing and Technical specifications sections 1500, 1700 & 2300.
25
9080
227012.67
... More
Supply and fixing of UPVC anti corrosion Roofing Sheet as per Technical Specifications (2mm - 3mm thick)
392
1246
488432
... More
Providing and fixing in position of FOB structural steel as per approved drawing in poaition which included with all the leads, labour charges
67.93
157217
10679386.98
... More
Providing and fixing Chequred plate 6mm thk
101.52
7446
755938.22
... More
Paving the flooring with CEMENT CONCRETE TILES hydraulic pressed Antiskid tiles as per pattern design 20mm thick in cm 1:3 including pointing with colour cement etc., complete.(ISI)
248
815
202120
... More
Providing and Laying of Tactile Tile as per Technical Specification
33
2543
83919
... More
Supplying and fixing of 12 Guage of 1.50 Mtr height GI Mesh with 25 x 25 x 3 mm angle outer frame and intermediate 20 x 20 x 3mm angle
170
556
94520
... More
Providing and fixing anchor bolts as per Technical Specification
288
206
59328
... More
Supplying and fixing P.V.C. pipe 110mm dia rain water down fallpipe as per ISI standard (I.S.4985)including P.V.C.Bends without door arrangements, shoes, gratings with F.I.Clamps 40mmx20mm of suitable size fixed to wooden plugs embedded in walls in cementmortar 1:3 (1 cement and 3 Crushed Stone Sand (Commercially called M Sand) including cutting holes inwalls and making good the same after fixing the plugs,etc.complete as directed during execution
158
500
79000
... More
Painting the Steel Structural Members with one coat of ETCH primer,one coat of ZINC CHROME primer & Two Coats of ALUMINIUM PAINT as per technical specification.
65
20000
1300000
... More
Electrical provisions for FOB
1
500000
500000
... More
Providing & Fixing of Solar Panel as per standard specification
1
1100000
1100000
... More
Provision of Lift with the capacity to carry 16 Passenger Lift/ 1088Kgs, Speed of 1.25 m/sec , 2 Floors / 2 Stops and Stainless Steel Car Cabin etc. as per the direction of engineer/authority
2
1716102
3432204
... More
Grand Total (1)
-
-
21843217.74
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Description
-
-
-
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SITE CLEARANCE AND DISMANTLING
-
-
-
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Clearing and Grubbing Road Land
-
-
-
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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 up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By Mechanical Means
-
-
-
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Dismantling of Structures
-
-
-
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Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202]
-
-
-
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Dismantling of Gurad Rail/ Crash Barrier
-
-
-
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Dismantling guard rails/Crash Barrier by manual mean and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
-
-
-
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Dismantling of Kerb Stone
-
-
-
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Dismantling of kerb stones by manual means and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
-
-
-
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Dismantling of Brick masonary Bridge ch.410/880
-
-
-
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Dismantal existing Bituminous road surface (Flexible Pavement)
-
-
-
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Dismantling of flexible pavements and disposal of dismantled materials upto lead of 1000 m, stacking serviceable and unserviceable materials separately By Mechanical Means
-
-
-
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Sub Total (2.1)
-
-
548253.08
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EARTHWORK
-
-
-
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Construction of Subgrade and Earthen Shoulders
-
-
-
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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
-
-
-
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Sub Total (2.2)
-
-
3632014.8
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GRANULAR SUB-BASE AND BASE COURSE
-
-
-
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Granular Sub-Base with Close Graded Material
-
-
-
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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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 and MoRT&H 401 (Grading-1)
-
-
-
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Wet Mix Macadam
-
-
-
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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.
-
-
-
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Sub Total (2.3)
-
-
15251597.17
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BITUMINOUS COURSE
-
-
-
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Dense Graded Bituminous Macadam
-
-
-
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Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects.
-
-
-
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Grading I 75-100 mm material
-
-
-
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Bituminous Concrete
-
-
-
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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
-
-
-
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Grading I 50-75 mm material
-
-
-
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For widened pavement
-
-
-
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Prime Coat
-
-
-
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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.
-
-
-
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Using Emulsion Bitumen
-
-
-
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Tack Coat (over Bituminous Surface)
-
-
-
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
-
-
-
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Sub Total (2.4)
-
-
11463054.86
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MINOR BRIDGES (at service road)
-
-
-
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Providing and laying filter media 600mm thick as directed at the back of abutments, returns walls, retaining wall, etc as per technical specifications.
217.68
3334
725745.12
... More
Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification.
357
456
162792
... More
Back filling behind abutment, wing walls / return wall complete as per drawing and techinical specifications with Granular Material.
781.12
1376
1075024.21
... More
Excavation for foundations for Piers, Abutment in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.
-
-
-
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Depth upto 3.0 m below GL
240.08
181
43562.52
... More
Excavation for foundations Piers, Abutment in hard rock by dry - wet blasting and chiseling including dewatering, preparing foundation base by proper benching and stepping, deposing the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.
-
-
-
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days - M15
69.36
6126
424933.35
... More
Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete M15.
38.62
6126
236605.04
... More
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing & Pedestal of abutment, pier, return wall, etc with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
487.78
9937
4847352.77
... More
Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for Foundation in Pier, Return wall, Abutment of various components including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
39.02
88797
3464963.74
... More
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. - using batching plant transit mixer & Concrete pump
-
-
-
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Height from 0 to 5m
181.05
9877
1788230.85
... More
Height from 10 to 15m
-
-
-
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Common Data for Roads 2021-2022 - Sr. No. 51
-
-
-
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Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in pier cap, dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.
101.01
10155
1025756.55
... More
Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement(TMT Fe 500D grade) conforming to IS 1786 of all categories for piers, abutments, returns, counterfort etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
14.48
89154
1290949.92
... More
Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement(TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC work in pier cap, dirt wall etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
10.46
89154
932194.22
... More
Providing and casting in situ controlled cement concrete M-45 for P.S.C.. work in super structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A) T-Beam and slab with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification. Height up to 5 to 10m
-
-
-
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For T-Beam and slab
205.28
11654
2392333.12
... More
Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in super structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A) T-Beam and slab with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification.
-
-
-
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For T-Beam and slab
201.3
10362
2085900.8
... More
Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for (A) T-Beam and slab including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
22.58
89511
2021158.38
... More
Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for (A) T-Beam and slab including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
40.26
84722
3410929.46
... More
Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make onforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge.
6.16
183288
1128687.5
... More
Supplying and installation of STRIP SEAL EXPANSION JOINT system conforming to specifications for road and bridge works in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H specification (V Revision)
45.4
12710
577034
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
387072
1
623185.92
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Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.
140.7
5497
773427.9
... More
Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.
45.24
10130
458281.2
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Mastic Asphalt (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 precoated 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 not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.)
450.8
1766
796121.82
... More
Providing PVC 100mm diameter water spouts including necessary grating as per drawings.
12
1135
13620
... More
Providing and casting in-situ / Pre cast controlled cement concrete of M30 grade for parapet wall with necessary reinforcement, 20mm down coarse aggregate of the required size including, centring, shuttering, scaffolding, ramming, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.
56.35
5497
309755.95
... More
Providing and casting in-situ controlled cement concrete of M30 grade for Kerb laid as directed with 20mm down coarse aggregate of the required size including formwork, placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.
15.5
9690
150206.94
... More
Sub Total (2.5)
-
-
31126687.87
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TRAFFIC SIGN, MARKING & OTHER APPURENANCES
-
-
-
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Retro - Reflectorised Traffic Signs (without definition board) Type - XI
-
-
-
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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 - XI standards of IRC - 67: 2012 and ASTM D 4956 - 09, specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25 mm × 25 mm × 3 mm Mild Steel angle and supported on a mild steel angle post 75 × 75 × 6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m 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 45 cm × 45 cm × 60 cm size including cost and conveyance of all material, 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)
-
-
-
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1) Mandatory sign - 60 cm Circular
2
4513
9026
... More
2) Mandatory sign - 60 cm Circular
5
4513
22565
... More
3) Mandatory sign - 90 cm high Equilateral
11
5126
56386
... More
Road Markers/Road Stud with Lens Reflector
-
-
-
... More
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 confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circluar 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 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degrees. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated ctlindrical shanks, (of diameter not less than 19 +/- 2 mm and 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 D4280 and confirming to IRC 35 - 2015 guidlines and MoRT&H specification 804 etc., complete.
-
-
-
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1) Yellow coloured road stud
426
480
204480
... More
2) Red coloured road stud
264
480
126720
... More
3) Green coloured road stud
40
480
19200
... More
Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface
-
-
-
... More
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 etc complete as per MoRT&H specification No. 803.
-
-
-
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1) Edge marking
522
673
351306
... More
2) Centerline marking
10.2
673
6864.6
... More
3) Pedestrian crossing marking
118.5
673
79750.5
... More
4) Junction marking
24
673
16152
... More
5) straight arrow direction marking
15.96
673
10741.08
... More
6) left/right arrow direction marking
7.75
673
5213.87
... More
7) Chevron Marking
22.5
673
15142.5
... More
8) Diagonal Marking
15
673
10095
... More
9) Speed Breaker Marking
3
673
2019
... More
Hazard Marker Traffic Signs - Type XI
-
-
-
... More
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2 mm thick Aluminimum sheet fixed over a back supporting frame of 25 mm 25 mm 3 mm Mild Steel angle and supported on a mild steel angle post 75 75 6 mm and 0.60 m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground bny means of properly designed foundation with M15 grade cement concrete 45 cm 45 cm 60 cm 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
30 cm × 90 cm rectangular
11
4000
44000
... More
Direction and Place Identification Signs - Type - XI (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications)
-
-
-
... More
Providing and erecting of Direction and Place Identification Retro - reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC 67: 2012 and ASTM D 4956-09, specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25 mm × 25 mm × 3 mm Mild Steel angle and supported on a mild steel angle post 75 × 75 × 6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m 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 45 cm × 45 cm × 60 cm size including cost and conveyance 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 in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.9 of IRC 67-2012. The retro - reflective sheeting, shall be covered under 10 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 MoR&H Specification No. 801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications).
-
-
-
... More
Metal Beam Crash Barrier Type - A, "W" Double Guard
-
-
-
... More
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70 m high, comprising of 3 mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanised having Zinc Mass of 550 gms/sqm, minimum 950 mm above road/ground level fixed on ISMC series channel vertical post 150 × 75 × 5 mm spaced 2 m to center 312 mm × 83 mm flange width × 3 mm thick, 4318 mm long post directly embeded in the concrete (M15) pit size 350 × 350 × 800 mm for a depth of 750 mm below ground. All fixing bolts and nuts hot dip galavanised conforming to IS: 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer - in - charge.
-
-
-
... More
Pedestrian Guardrail
-
-
-
... More
Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings
534
4657
2486838
... More
Sub Total (2.6)
-
-
4418759.55
... More
MISCELLANEOUS
-
-
-
... More
Footpaths and Separators
-
-
-
... 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.
-
-
-
... More
Cast - in - situ Cement Concrete M 20 Kerb
-
-
-
... More
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
-
-
-
... More
Painting Two Coats on New Concrete Surfaces
-
-
-
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
-
-
-
... More
Interlocking Paver Block with Sand Bedding
-
-
-
... More
Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 30 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
-
-
-
... More
Sub Total (2.7)
-
-
3213471.9
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BUS-SHELTER
-
-
-
... More
Excavation in Soil by Manual Means
-
-
-
... More
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.
-
-
-
... More
M20 RCC Concrete for Foundation
-
-
-
... More
Providing and laying controlled cement concrete RCC M.20 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in Foundations
-
-
-
... More
TMT / HYSD Steel for Foundaiton
-
-
-
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
-
-
-
... More
Precat CC Block
-
-
-
... More
Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.
-
-
-
... More
Kerb
-
-
-
... More
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
-
-
-
... More
Structural Steel
-
-
-
... More
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete.
-
-
-
... More
FRP Sheet
-
-
-
... More
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
-
-
-
... More
Sub Total (2.8)
-
-
165134.43
... More
ELECTRICAL WORKS
-
-
-
... More
Street Lighting
-
-
-
... More
9m pole height Single/Double Arm Solar street lights with 19m-20m interval on Centre median: Supply and Installation of Double arm Solar street lights - Supply of 2x 80w (+/-5w) Stand alone 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 Diecast aluminum 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 Pherro Phospate 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 210mm 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 1200mm below soil level and 200mm above ground level of M25 Grade and as per instructions by NHAI
-
-
-
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a) Single Arm (Quatation)
21
90140
1892940
... More
b) Double Arm (Quotation)
19
156400
2971600
... More
Sub Total (2.9)
-
-
4864540
... More
Utility Shifting Works
-
-
-
... More
Shifting of HT/LT
-
-
1015113.57
... More
Sub Total (2.10)
-
-
1015113.57
... More
Grand Total (2)
-
-
75698627.25
... More
Grand Total (1+2)
-
-
97541844.98
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