National Highways Authority Of India Tender
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Costs
EMD
₹ 15,40,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_NHAI_151864_1Bid Award Id
ViewTender No
PD-AMB/Pani-Jal/NH-1/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://etenders.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
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For Ch No. 310.040
639.45
39777
62.21
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For Ch No. 318.170
639.45
39777
62.21
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For Ch No. 322.780
639.45
39777
62.21
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For Ch No. 356.320
639.45
39777
62.21
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For Ch No. 376.760
639.45
39777
62.21
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PCC Grade M15:
Plain/Reinforced Cement Concrete in open Foundation complete in all respect within all leads and lifts as per Drawings and Technical Specifications of MoRT&H section 1500, 1700 & 2100 and as per directions of Engineer-in-charge.
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-
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For Ch No. 215.740
27.32
121996
4466.27
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For Ch No. 310.040
27.32
121996
4466.27
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For Ch No. 318.170
27.32
121996
4466.27
... More
For Ch No. 322.780
27.32
121996
4466.27
... More
For Ch No. 356.320
27.32
121996
4466.27
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For Ch No. 376.760
27.32
121996
4466.27
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RCC Grade M35:
Providing and Placing in position Reinforced cement concrete in foundations complete in all respects (reincforcement to be paid separately) within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1600 1700 and as per directions of Engineer-in-charge
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-
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For Ch No. 215.740
197.39
938131
4752.68
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For Ch No. 310.040
197.39
938131
4752.68
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For Ch No. 318.170
197.39
938131
4752.68
... More
For Ch No. 322.780
197.39
938131
4752.68
... More
For Ch No. 356.320
197.39
938131
4752.68
... More
For Ch No. 376.760
197.39
938131
4752.68
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Supplying, fitting and placing HYSD bar reinforcement in sub/super structure complete in all respects within all leads and lifts as per drawings and technical specifications of MoRTH section 1600 and as per directions of Engineer-in-charge
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-
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For Ch No. 215.740
20
1426341
71317.08
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For Ch No. 310.040
20
1426341
71317.08
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For Ch No. 318.170
20
1426341
71317.08
... More
For Ch No. 322.780
20
1426341
71317.08
... More
For Ch No. 356.320
20
1426341
71317.08
... More
For Ch No. 376.760
20
1426341
71317.08
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Steel Foot over Bridge (FOB): Supplying, Fabrication, Transportation, Erection, commissioning of Steel FOB complete in all respects including cutting, welding/riveting, hoisting, fixing in position loading/unloading, etc. including applying priming coat with metal primer on steel or iron work including preparation of surface and there upon applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade complete in all respect within all leads and lifts as per approved design and drawings and technical specifications of MoRT&H section 1900 and as per directons of Engineer-in-charge.
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For Ch No. 215.740
71.46
8294949
116071.43
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For Ch No. 310.040
71.46
8294949
116071.43
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For Ch No. 318.170
71.46
8294949
116071.43
... More
For Ch No. 322.780
71.46
8294949
116071.43
... More
For Ch No. 356.320
74.95
8699304
116071.43
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For Ch No. 376.760
71.46
8294949
116071.43
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Painting on Steel: Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade as per MoRTH technical Specifications clause 803 and as per directions of Engineer-In-Charge.
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For Ch No. 215.740
71.46
786105
11000
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For Ch No. 310.040
71.46
786105
11000
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For Ch No. 318.170
71.46
786105
11000
... More
For Ch No. 322.780
71.46
786105
11000
... More
For Ch No. 356.320
74.95
824426
11000
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For Ch No. 376.760
71.46
786105
11000
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Providing and fixing Informatory sign board 800x600 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4 mm 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 0.45x 0.45x 0.60m for vertical post complete as per clause 801 of MORT&H specifications and directions of engineer in charge including all leads and lifts. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro-reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
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For Ch No. 215.740
4
17595
4398.85
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For Ch No. 310.040
4
17595
4398.85
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For Ch No. 318.170
4
17595
4398.85
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For Ch No. 322.780
4
17595
4398.85
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For Ch No. 356.320
4
17595
4398.85
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For Ch No. 376.760
4
17595
4398.85
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Load Bearing Drain
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-
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Excavation: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 complete in all respects within all leads and lifts as per latest MoRTH technical Specification clause 304 and as per directions of Engineer-in-charge.
972
60463
62.21
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Plain/Reinforced Cement Concrete in open Foundation complete in all respect within all leads and lifts as per Drawings and Technical Specifications of MoRT&H Section 1500, 1700 & 2100 and as per directions of Engineer-in-charge.(PCC Grade M-15)
76.5
341669
4466.27
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Providing and Placing in position Reinforced cement concrete in foundations complete in all respects (reinforcement to be paid seprately) within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1700, 2000 and as per directions of Engineer-in-charge.Raft (RCC Grade M-30)
135
633294
4691.07
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Providing and Placing in position Reinforced cement concrete in foundations complete in all respects (reinforcement to be paid seprately) within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1700, 2200 and as per directions of Engineer-in-charge.Wall (RCC Grade M-30)
135
633294
4691.07
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Providing and Placing in position Reinforced cement concrete in foundations complete in all respects (reinforcement to be paid seprately) within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1600, 1700 and as per directions of Engineer-in-charge. Slab (RCC Grade M-30)
135
633294
4691.07
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Supplying, fitting and placing HYSD bar reinforcement FE 550D in foundation /sub/super structure complete in all respects within all leads and lifts as per drawings and technical specifications of MoRTH section 1600 and as per directions of Engineer-in-charge.
40.5
2888341
71317.08
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Widening of Road
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-
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Subgrade :Construction of Subgrade with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications and as per directions of Engineer-In-Charge.
405
135762
335.22
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Granular sub base :Construction of granular sub-base by providing close graded material grading -I, 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 technical clause 401 of MORT&H specifications and as per directions of Engineer-In-Charge.
162
242969
1499.81
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Wet mix Macadam :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 from mix plant to site of work, 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 complete as per technical clause 406 of MORT&H specifications and as per directions of Engineer-Iin-Charge.
202.5
373341
1843.66
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Prime coat :Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications and as per directions of Engineer-In-Charge.
810
23222
28.67
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Tack Coat :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 and as per directions of Engineer-In-Charge.
1620
15404
9.51
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Dense graded bituminous macadam:Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 technical specification clause No. 507 and as per directions of Engineer-In-Charge. Complete in all respects.
56.7
487514
8598.15
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Providing and laying 40 mm 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 VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications and as per directions of Engineer-In-Charge.
32.4
346623
10698.27
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Total Estimated Cost
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77007255
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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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77007255
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