National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2023
Closing Date22 Mar 2023
Tender Amount₹ 7,62,00,000
Costs
EMD
0Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/pmu-kalimpong/ Nh717a/5a(i)/re-tender/2022-23
Description
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Contact
Tender Id
2023_NHIDC_744894_1Bid Award Id
ViewTender No
NHIDCL/PMU-Kalimpong/ NH717A/5A(i)/Re-TenderTender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
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BOQ Items
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Hill side Drain Clearance 01 time pre monsoon and 01 time post monsoon.The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regarding, deepening of side drains as well as catch water drains as per technical specification Clause 1907 for Rural Roads of MORD
20000
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LANDSLIDE CLEARANCE
Providing and supplying followings equipments including driver, labour, loading/unloading arrangements, fuel lubricants and attachment for maintenance work when required as per the instruction of the Engineer.l
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Hydraulic Excavator of 1 Cum bucket and rock breaker attachment
1800
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Front End loader 1 Cum bucket capacity
3600
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Tipper- 10 Cum
1800
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Road Marking
-
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Providing and laying of hot applied thermoplastic compound 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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H
1000
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Other Road Appurtenances
-
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80- 100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
1000
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Culvert Repair work
-
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Repairing of crash barrier/wing wall/retaining wall of culvert
32
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Maintenance of slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection work as per drawing and technical specification Clause 1908 for Rural Roads of MORD.
50
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Pot Patch Repair Works
-
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) ii) Medium Porosity
10675
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Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Normal Bituminous Surface with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. (Normal Bituminous Surface)
-
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Normal Bituminous Surface
10672.6
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Granular Surface Treated with Primer
10672.6
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Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.) i) for Grading II ( 19 mm nominal size )
800.63
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Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 509 complete in all respects) Case-I Grading-I ( 13 mm nominal size )
427
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Sign Boards
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
-
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90 cm equilateral triangle
5
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60 cm equilateral triangle
3
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90 cm Octagonal
3
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60cm Circular
2
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60cm x 45 cm rectangular
3
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Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with
area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
5
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Aluminium Alloy Plate for Over Head Sign Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans (Reference to MORT&H's specification 802).
49
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Painting on Inclined/vertical surfaces: on the vertical or inclined surfaces of concrete along with writing/writing NHIDCL with colours and design as per direction of the Engineer-in-charge. Painting is to be done with a brush on new surfaces, immediately after removal of shuttering, including supply of all materials etc and other incidental charges complete as per direction of the Engineer-in-charge
800
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GABION WORKS
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Excavation in Soil by Manual Means (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to designated dumping yard).
1890
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Gabian Structure for Retaining earth
(Providing and constrcution of a gabian structure for retaining earth with segments of wire crates of size 7mX3mX0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanised steel wire @32kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvinising caoting conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100X100mm filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanised steel wire.
9900
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material
2250
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PLUM WALL
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Excavation in Soil by Manual Means (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to designated dumping yard).
2460
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, placed in foundation and compacted by vibration including curing for 14 days.. I. PCC grade M15
Nominal mix 1 : 2 : 4
246
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Hire and labour charges for Shuttering
3845.8
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Providing & laying Plum concrete in 1:1.5:3 c.c. (1cement, 1.5coarse sand, 3clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm excluding shuttering, compacting and curing complete.
5362.8
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Providing weep holes in brick masonry/plain /reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
2952
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material
2050
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Strengthening Works
-
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
4000
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Mix in place Method: Construction of granular sub-base by providing
graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader
on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including
lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
622
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregates 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 paver in sub base/ base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density)
1875
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Prime coat
(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) ii) Medium Porosity
7000
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Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Normal Bituminous Surface with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. (Normal Bituminous Surface)
-
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Normal Bituminous Surface
7000
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Granular Surface Treated with Primer
7000
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Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.) i) for Grading II ( 19 mm nominal size )
525
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Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 509 complete in all respects) Case-I Grading-I ( 13 mm nominal size )
280
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