National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2022
Closing Date24 Jan 2023
Tender Amount₹ 1,37,15,193
Costs
EMD
₹ 2,74,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NHAI_139734_1Bid Award Id
ViewTender No
PD-JAL/NH-344A/PGW-RPR/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Plain/Reinforced cement concrete M-35 grade in open foundation as per requirement and Technical Specifications conforming to MORTH technical specifications clause no. 1500, 1700 & 2100 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect.
88.72
-
4142.96
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Supplying, Fitting and Placing uncoated HYSD bar Reinforcement Fe-500 in Foundation with all leads and lifts complete in all respect complete as per Drawing and Technical Specifications and clause 1600 of MoRTH Specifications and as per directions of the Engineer In-Charge.
8.87
-
62650
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Plain/Reinforced cement concrete M-35 grade in sub-structure as per requirement and Technical Specifications conforming to MORTH technical specifications clause no. 1500, 1700 & 2200 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect.
23.29
-
4540.53
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Supplying, Fitting and Placing uncoated HYSD bar Reinforcement Fe-500 in sub-structure with all leads and lifts complete in all respect complete as per Drawing and Technical Specifications and clause 1600 of MoRTH Specifications and as per directions of the Engineer In-Charge.
3.49
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62880
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Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per requirement and Technical Specifications conforming to MORTH technical specifications clause no. 1500, 1700 & 2300 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect.
67.53
-
4989.11
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Supplying, Fitting and Placing uncoated HYSD bar Reinforcement Fe-500 in super-structure with all leads and lifts complete in all respect complete as per Drawing and Technical Specifications and clause 1600 of MoRTH Specifications and as per directions of the Engineer In-Charge.
10.39
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64390
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) within all lead and lifts complete as per drawings and Technical Specifications conforming to MORTH specifications caluse no. 2705 and as per directions of the Engineer In-Charge.
3
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868.87
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PCC M15 Grade leveling course below approach slab within all lead and lifts complete as per drawings and Technical Specifications conforming to MORTH specifications caluse no. 2704 and as per directions of the Engineer In-Charge.
6.3
-
3856.4
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Providing and laying in position Reinforced Cement Concrete grade M-30 in approach slabs including reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete in all respect as per drawings and Technical Specifications of MoRTH.
12.6
-
6512.29
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. Complete in all respect as per drawings and Technical Specifications of MoRTH.
33.8
-
3030
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Providing and applying two coats of ready mix paint of approved brand on wood work, metallic or plastered, concrete surface after through cleaning of surface to give an even shade complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge.
579.8
-
58.93
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Clearing and Grubbing Road Land 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 to be used including removal and disposal of top organic soil not exceeding 150 mm in thickness complete complete in all respects as per technical clause 201 of MORT&H specifications within all leads and lift and as per directions of engineer-in-charge.
0.59
-
21969.64
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Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction complete in all respect as per technical clause 305 of MORT&H specifications and Directions given by Engineer-In-Charge.
87.75
-
25
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MoRTH Technical Clause 305 and directions of Engineer In Charge.
11310
-
275
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Construction of Granular Sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 401 and as per directions of the Engineer In-Charge.
895.44
-
1220.32
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Wet Mix Macadam (WMM):
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respects as per technical clause 406 of MORT&H specifications within all leads and lift as per directions of engineer-in-charge.
654.03
-
1757.92
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Prime coat:
Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 to 1.00 kg/sqm using mechanical means. complete in all respects as per technical clause 502 of MORT&H specifications within all leads and lift and as per directions of engineer-in-charge.
4290
-
39.07
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Tack Coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
8580
-
12.32
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Dense Graded Bituminous Macadam:
Providing and laying dense graded bituminous macadam Grading-II with higher capacity batch type HMP 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 complete in all respects as per technical clause 505 of MORT&H specifications, including all leads and lift and as per directions of engineer-in-charge.
214.5
-
8709.21
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Bituminous Concrete with Batch type HMP
Bituminous Concrete (grading II) with 100-120 TPH batch type HMP 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 in all respects as per technical clause 507 of MORT&H specifications.
171.6
-
10273.86
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Providing and laying Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 409 and as per directions of the Engineer In-Charge.
1560
-
181.33
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Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compoud 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 as per specification and satisfaction to Enginer in Charge.
Note - 1. A sealing primer may be applied in advance on concrete pavement to ensure proper bonding . Any laitance and / or curing compound to be removed where paint is required to be applied on concrete surface.
2. Cost of painter is already included in hire charges of road marking machine.
312
-
550.6
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Lighting @MCW Dual Arm Pole @ 30m Spacing ( it includes dismantling of existing & re-erection of the set poles, rates includes cost of wire also). Complete in all respects as per Direction of Engineer-In-Charge.
26
-
53266.07
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Total Estimated Cost (Rs.)
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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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