National Highways Authority Of India Tender

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National Highways Authority Of India - NHAI Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Date6 Feb 2025
Tender Amount₹ 68,80,80,731 
Notes
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Costs

Summary

Strengthening And O And M Of Nh-354 2-lane/4-lane Of Section Khemkaran Town To Start Of Amritsar Bypass From Chainage Km 22.673

Description

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BOQ Items

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Restoring of rain cuts and Settlements : Restoration of rain cuts with good quality earth obtained from borrow pits including compensation of earth, carriage, loading, unloading, clearing the loose soil, benching for 300mm width, laying in 250mm thick layers and compacting with plate compactor to restore the original alignment, levels and slopes as per technical clause 3002 of MORT&H specifications

6000

621

3728820

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Milling on Bitumen Surface Dismantling of existing damaged Bitumen surface by Cold Milling Machine upto 40 mm depth as per MoRTH Specification

564035

30

17450791.67

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Tack Coat for DBM and BC :- Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

1137930

12

13916883.9

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DBM 50mm thick:- Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, 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 complete as per technical clause 505 of MORT&H specifications.

31337.23

9034

283105191.23

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BC 40mm:- Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, 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 complete as per technical clause 507 of MORT&H specifications

22809.76

8832

201456139.58

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Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

21664.83

694

15048607.57

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Solar RPM/ Stud Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability.The top of the solar stud should be transparent for solar charging and light output in active mode.The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy,LEDs for illumination and a design for providing360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces andshall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280.

455.4

1321

601811.1

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Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.

19584.8

274

5376027.6

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Informatory sign board 800x600mm rectangular as per IRC 67 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67- for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67. Rectangular (800 cm x 600 cm) for(1033) & Emergency Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67

85

5549

471677.75

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Mandatory sign board 600mm circular as per IRC 67- 2022 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2022. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2022 .

62

3937

244136.16

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Cautionary sign board 600x600x600mm triangular as per IRC 67- with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – . fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmmconforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67- for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67

56

3510

196567.84

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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2022 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 , fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67

90

4537

408387.6

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Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineatoras per IRC 79:consisting of retro reflectivearea in white color using full cube corner microprismatic non-metallic retro reflective sheeting on each side conforming with IRC 67-2022 andmeeting the coefficient of retro reflection values asper ASTM D 4956 Type XI table specification. Thedelineator shall be painted with only black color powder coat of minimum 40 microns thickness, ontop of which retro reflective sheeting only in whitecolour shall be pasted on both sides. Thestructure shall have height not less than800mmabovethe ground, width not less than 100 mmand shall extend not more than 300mm below theground while being installed. The delineator shall have grooves across the length to make thereflective sheets vandal-proof. The delineator ismeant for application on gaps in median, trafficislands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.

200

1323

264746

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Painting including labour and material Overall Length 8.5 to 9 Metre Painting of Steel tubular pole with brackets with two coats of aluminium paint (With brush):-

1708

289

494414.76

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Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.[(as per CSR item no. 16.19(a)]

3109.59

74

231166.61

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Providing and fixing aluminum grill 6.3mm including cost of necessary fittingsi.e. screws,u Type Beading etc. complete

28.32

507

14358.24

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Cast in Situ Cement Concrete M20 Kerb: Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408

120

203

24370.8

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Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

40

3997

159914.4

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Reinforced cement concrete M-15 grade 5th kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per

18

6835

123039.18

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Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

220

703

154840.4

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"W" Type Metal Beam Crash Barrier Single Sided Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119

1000

3506

3506200

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Boundary Pillars Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications

168

1466

246398.88

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Taking out existing CC interlocking paverblocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction of Engineer-in-Charge.

382.86

107

40966.02

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Digging of pits in all kinds of soil & refilling thesame, with the excavated earth mixed with welldecayed farm yard manure @ 30% of pit volumeand insecticide for termite control

42.21

388

16379.23

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Providing & stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot.

6434

20

128680

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Maintenance of shrubs for one year including training, pruning, fertilization, application of insecticide, watering and weeding.

6434

210

1351140

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Providing, Installation and functioning of Portable Toilets with 2 Nos. Cabins including all type of necessary accessories (ie. Bottom Flooring with Moisture Resistant plywood, Wash Basin, Toilet Seats fitting. exhaust fan, Tabs fitting, septic tank construction, fitting of water supply line etc)

1

250000

250000

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Paver Blocks Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.

660

805

531300

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Providing and Fixing Anti - Glare Devices in Median:- Anti - Glare Screen with Rectangular Vane of MS sheet Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 45 degrees to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation of garde M 25 minimum 0.60 m below ground level, applying 2 coats of paint on exposed faces, complete as perMoRTH Specifications (Fifth Revision) , IRC guideline and as directed by Engineer-in-charge.

2120

1159

2457080

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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per directions of Engineer-In-Charge.

6910

2951

20396592.5

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Rain water harvesting work with Rhizo-remediation” based sustainable approach for developing circular economy of waste water of village ponds proposed for waste water treatment for recharging as per engineer incharge and drawings enclosed

4

2040320

8161281.54

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Construction of Rain Water Harvesting units (RCC Chamber with internal size 4m x 1m x 2.5m & Raft thickness-275mm, walls thickness 250mm, Slab thickness 250mm with filling of filter media upto 1.35m depth and 20m boring, Complete in all respect and as per MORTH specifications and directions of Engineer in charge

10

219808

2198080

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Retro reflective sheeting tape of size 75x75 mm on the vertical posts of existing W beam crash barrier complete as per MoRTH specifications clause and technical clause IRC:55- and direction of Engineer-in-charge within all leads and lifts as per approved drawings.

50

540

27000

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Reflective stickers (role)

50

3130

156500

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Supply and Install, Test and Commission the Traffic Signal System as per the design and specifications and to the satisfaction of the Engineer

3

605340

1816020

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Solar Blinkers: Providing and installation of GI standard pole of 100 mm dia primer painted with set of light in polycarbonate housing 300mm dia with LED's retrofit (Amber colour), Solar power system including series of solar panel, battery, charger etc. Complete in all respect and as per MoRTH specifications and directions of Engineer in charge. The item include costing of Foundation work in complete aspect also

8

13392

107142.88

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250W LED street light of minimum 40 Lux

200

7500

1500000

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10A S.P MCB Type C

150

105

15891

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125A 3pole MCCB 25KA

80

2750

220000

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80A 3P Cont 220VExceed C&S

80

1900

152000

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2.5 mm Cu. 1.1KV cable Black 90M Poly

4000

25

101560

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3.5 Cx25 AL Arm 1.1KV Ind cable, 130

4000

163

652080

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18w semiintegrated solar light 18ah 12.v battery with 50W solar panel, 5 m GI pole with all accessories with installation and transportation warranty 2 years

30

13500

405000

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Earthen Shoulder Filling: Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment as per technical clause 3003 of MORT&H specifications

10307.4

231

2381009.4

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Total Estimated Cost

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688080731.19

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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.

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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.

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Bid price in Rs.

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688080731



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