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 2024
Closing DateCancelled
Tender Amount₹ 69,90,754
Costs
EMD
₹ 1,40,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_182800_1Bid Award Id
ViewTender No
PD-JAL/JAL-ASR/NH-1/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Generator 33KVA
100
37680
376.8
Hyraulic Excavator of 1 cum bucket capacity
100
131880
1318.8
Backhoe-loader 1 cum bucket capacity (JCB)
100
81640
816.4
Restoration of Rain Cuts
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-
-
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 and as per direction of Engineer in Charge :
4050
1111797
274.52
Earth work of silt clearance of channels and drain
-
-
-
Kassi work undressed involving an average horizontal throw up to 2 metres and average vertical lift up to 0.5 metres as per technical clause 300 of MORT&H specifications and as per direction of Engineer in Charge :
960
72857
75.89
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, 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 direction of Engineer in Charge:
90
126892
1409.92
Prime Coat over Granular Surface @ 0.85 kg per sqm
-
-
-
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 MORT&H specifications and as per direction of Engineer in Charge :
600
17201
28.67
Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II)
-
-
-
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 and as per direction of Engineer in Charge :
108
647271
5993.26
Tack Coat over Bituminous Surfaces @ 0.25kg per sqm
-
-
-
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 direction of Engineer in Charge :
3600
34232
9.51
Bituminous Concrete 30mm to 45mm thickness (Grading II)
-
-
-
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 and as per direction of Engineer in Charge :
72
488414
6783.54
Providing and laying 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 2022, 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 and as per direction of Engineer in Charge :
-
-
-
Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2022
14
48364
3454.58
Cautionary sign board 600x600x600mm triangular 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 60x60x3.2mmmm 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 and as per direction of Engineer in Charge :
-
-
-
Using high intensity Microprismatic grade retro reflective Sheeting Type IX as per ASTM D 4956 09 and as per IRC 67 2022
18
51565
2864.72
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 .
-
-
-
Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2022
10
32708
3270.87
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 excavated surplus soil complete as per clause 301 of MORT&H specifications and as per direction of Engineer in Charge :
174.3
11927
68.43
Providing, Mixing & Laying Plain/Reinforced Cement Concrete of RCC M15 grade in Open Foundation complete as per Drawing including centering and shuttering and clause 1500, 1700 and 2100 of MoRTH Technical specications and as per directions of Engineer-in-Charge.
43.58
173496
3981.57
Providing. Mixing & Laying Plain/Reinforced Cement Concrete of RCC M15 grade in sub structure complete as per Drawing including centering and shuttering and clause 1500,1700 and 2100 of MoRTH Technical specications and as per directions of engineer-in-charge.
219.06
872212
3981.57
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 Clause 2500 of MoRTH Technical specications and as per directions of engineer-in-charge.
105
141483
1347.46
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. complete as per drawing and Clause 2706 of MoRTH Technical specications and as per directions of engineer-in-charge.
91.28
20481
224.39
Granular Sub-Base (Table 400-1)
-
-
-
Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per drawing and Clause 401 of MoRTH Technical specications and as per directions of engineer-in-charge.
216
260935
1208.04
Dry Lean Cement Concrete Sub- base
-
-
-
Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing complete as per drawing and Clause 601 of MoRTH Technical specications and as per directions of engineer-in-charge.
210
529860
2523.14
Cement Concrete Pavement
-
-
-
Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over aprepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separationmembrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and Clause 602 of MoRTH Technical specications and as per directions of engineer-in-charge.
392
1982298
5056.88
Total Estimated Cost
-
6990754
-
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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6990754
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