National Highways Authority Of India Tender
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Costs
EMD
₹ 1,41,70,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Balance Work And O And M Of Nh-354 (old Sh-25) Of Section Ramdas To Gurdaspur (pkg-v) From Design Chainage Km.140.000 T
Description
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Contact
Tender Id
2024_NHAI_213356_1Tender No
PDASR/Amr-bypass/NH-354/OM/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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BOQ Items
RCC Type Boundary Wall at Toll Plaza loacation as per MoRTH guidelines NHAI circular 8.3.46 dated 03.09.2024
1600
5115
8184406.78
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
30000
621
18644237.29
Milling on Bitumen Surface
Dismantling of existing damaged Bitumen surface by Cold Milling Machine upto 30 mm depth as per MoRTH Specification
398910
45
17988136.53
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.
157290
12
1930134.92
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.
7864.5
12387
97424826.17
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.
398910
12
4895098.98
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
15956.4
13388
213629286.48
BC 40mmm for overlay on Rigid pavement:-
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 specification (For Rigid Pavement)
4014.4
13388
53746045.95
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface after cleaning the surface complete as per technical specifications (For Rigid Pavement)
100360
63
6360102.37
Laying of a bitumen impregnated geotextile layer after cleaning the road surface, laid over a tack coat of paving grade bitumen VG-10 @ 1.05kg per sqm complete as per technical clause 517 & 702 of MORT&H specifications for Rigid Pavement
100360
63
6360102.37
Repair of localised failed areas of PQC by marking the area, removing the failed area using jackhammer, saw cutting to full depth of PQC, replacing membrane, clearing the area from dust and debris. Placing M-40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint as per MoRTH Specification & IRC SP:83-2018
198.45
7591
1506583.63
Repair of transverse/Longitudional joints of cement concrete pavement involving removal of old joint sealant and sealing with fresh sealant (Poly sulphide) including repair of spalled/broken edges of joints with Epoxy mortar complete as per Clause no. 3005 of Technical
32822.22
113
3725322.22
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
19261.71
694
13379382.36
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.
1058.33
1321
1398587.5
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.
21409.59
274
5876933.37
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
82
5549
455030.51
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 .
46
3937
181133.58
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
136
3510
477379.59
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 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
31
4537
140666.97
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 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.
160
1323
211797.97
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
10
3997
39978.64
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 Technical clause 804 of MORT&H specifications
5
6835
34177.58
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
262
703
184401.37
"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
3100
3506
10869230.51
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
217
371996.61
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)]
326.03
74
24239.13
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)]
31155.2
74
2316309.67
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)]
216
74
16059.05
Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
164
402
66048.92
Kerb Painting Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
19148.8
135
2600991.24
Expension Joints - Supply of Strip Seal type Expansion Joint System with
Stud type Anchorage capable of accommodation movement up to 80 mm as per MoRTH Specifications
96.4
5631
542896.21
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
18925
2951
55861948.94
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer -in-charge.
31
1403
43510.08
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 250W LED street light of minimum 40 Lux and fixed firmly in concrete foundation COMPLETE IN ALL RESPECXT WITH CABLE mccb ETC AS PER eNGINEER IN cHARGE
44
12711
559322.03
Return Wall/Wing wall of Culvert with minimun RCC M-30 grade with backfill and Stone pitching etc. complete in all respect for exisitng culvert as per Engineer in Charge
81
847457
68644067.8
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
1920
1466
2815989.15
Traffic impact Attenuatros - Attenuators shall be provided at hazardous locations and gorge areas so as to act as energy absorber. The attenuators or crash cushions shall be composed of W-beam fender panels supported by diaphragm with trigger mechanism or composed of sand barrels as per Clause 814 of the MoRTH Specifications and the Contractor/Supplier shall furnish the certificate that the system to be installed has been tested in accordance with the NCHRP 350 and performs effectively at design speeds up to 100 kmph. The space requirement to shield a fixed object should be considered while designing and constructing the attenuators. Fig. 9.8 shows the area that should be made available for crash attenuators installations. The design and size of attenuators shall be as per International Standards as per IRC SP-84 2019
8
508474
4067796.61
Total Estimated Cost
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708519026.87
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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708519027
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