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 Date21 Sep 2024
Closing Date12 Oct 2024
Tender Amount₹ 6,64,20,313
Costs
EMD
₹ 13,28,406Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHIDC_827043_1Bid Award Id
ViewTender No
NHIDCL/Kpg/NH717A/VA(i)/MR/24Tender 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
Wet Mix Macadam:-
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) 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 paver insub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406.
1162.63
3775717
3247.58
Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer atthe rate shown in 500-1 using mechanical means.)
4585
256576
55.96
DBM Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Of Approved Grade @ 4.0% (Min) ForGrading -1 And 4.5% (Min) For Grading -2 By Weight Of Total Mix And Filler(Cement /Hydrated Lime / Rock Dust ) As Per Table 500-10 And Mix Design Done As Per Table 500- 11And Job Mix Formula As Per Clause 505.3.3 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 Tandem Roller And With Pneumatic Tyre Roller Of 12 To 15 Tonne Weight With A Pressure At Least 0.56 Mpa As Directed By E-I-C, And To Achieve The Desired Compaction As Per Mort&H Specification Clause No. 505.3.5 Complete In All Respects (Reference To Mort&H'S Specification Clause 505).
320.95
3650899
11375.29
Tack coat (Providing and applying tack coat with bitumen emulsion usin gemulsion pressure distributor at required rate on the prepared bituminous/granular rsurface cleaned with mechanical broom.)
9170
513153
55.96
Bituminous Concrete -(Providingandlaying bituminous concrete with100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading ,pre mixed with bituminous binder @5.4 to5.6%of mix and filler, transporting the hotmix to worksite, 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 achievethe desired compaction as per MORTH specification clauseNo. 509 complete in all respects)
183.4
2316294
12629.74
Other Engineering works
-
-
-
Vegetation Clearance (4m Hill side & 2m Valley):
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 or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)
MECHANICAL MEANS
10.6
536713
50633.31
Hill Side Drain Clearance (Removal of earth from the choked hillside drain and disposing it on the valley side manually) 1 time pre monsoon and 1 time post monsoon
26500
1298765
49.01
Maintenance of Earthen Shoulder
(filling with fresh soil) Making up irregularities/loss of material on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment as per the requirement of MORT&H's specification 3003.
26500
6888410
259.94
Gabion Works (Length = 200m ; Height = 5m)
-
-
-
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).
448
95208
212.52
Providing & making Gabion structure of size (2x1x1)m with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MoRT&H’s 5th revision clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+Polymer coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least
dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
2200
8996240
4089.2
Providing and laying Needle Punched and mechanically bonded non-woven Geotextile indigenously manufactured from high quality fibers behind the gabion wall as filter media.(Ref to MoRT&H’s 5th Revision 2013, Spec- 702)
(Including additional 10% for joining seats, overlaps and wastages)
Type-I (150gsm) non-wooven geotextile
1760
84532
48.03
Back filling behind abutment, wing wall and return wall
complete as per drawing and Technical specification (A) Granular material
500
208100
416.2
Pot patch works
-
-
-
Filling Pot holes and Patch Repairs with Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material asperclause504,compacting,trimmingandfinishingthesurfaceto form a smooth continuous surface, all as per clause 3004.2)
4285.71
2167026
505.64
DBM Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Of Approved Grade @ 4.0% (Min) ForGrading -1 And 4.5% (Min) For Grading -2 By Weight Of Total Mix And Filler(Cement /Hydrated Lime / Rock Dust ) As Per Table 500-10 And Mix Design Done As Per Table 500- 11And Job Mix Formula As Per Clause 505.3.3 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 Tandem Roller And With Pneumatic Tyre Roller Of 12 To 15 Tonne Weight With A Pressure At Least 0.56 Mpa As Directed By E-I-C, And To Achieve The Desired Compaction As Per Mort&H Specification Clause No. 505.3.5 Complete In All Respects (Reference To Mort&H'S Specification Clause 505).
300
3412500
11375
Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer atthe rate shown in 500-1 using mechanical means.)
4285.71
239828
55.96
Wet Mix Macadam:-
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) 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 paver insub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406.
1100
3571700
3247
Construction of Plum Breast wall (Length 150 m, Height 4.75m)
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally
for road work.
235.35
66152
281.08
Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications
37.73
285516
7568.37
Providing & laying Plum concrete in (1:3:6 ) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement ( 53 grade ) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering .
991.31
4265461
4302.84
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
600
471744
786.24
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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 Technical Specification (710.1.4 of IRC:78 & 2200).
427.5
2248949
5260.7
Construction of Plum retaining wall (Length 100 m, Height 7.75m)
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally
for road work.
258
72518
281.08
Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications
42
317871
7568.37
Providing & laying Plum concrete in (1:3:6 ) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement ( 53 grade ) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering .
1865
8024796
4302.84
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
700
550368
786.24
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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 Technical Specification (710.1.4 of IRC:78 & 2200).
465
2446225
5260.7
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
-
-
-
Front End loader 1 Cum bucket capacity - 02 nos
2500
2750000
1100
Tipper- 10 Cum - 02 nos
2500
2700000
1080
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