National Highways Authority Of India Tender
... More
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Jun 2023
Closing Date30 Jun 2023
Tender Amount₹ 4,31,08,632
Costs
EMD
₹ 8,62,173Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
Rectification Of 02 Nos Black Spot At Banjari Ghati And Ghiunai Ghati At Nh44 Under Piu Chhindwara Ro Jabalpur (3rd Call)
Description
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Contact
Tender Id
2023_NHAI_157680_1Bid Award Id
ViewTender No
NHAI/RO-MP/Chhindwara/BS/2023Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
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Dismantling Kerb Stone
Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000
400
4800
12
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Sub Total
-
37520
-
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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 meters.
Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankmentsite with in all lifts and lead upto
1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per
2064.2
154815
75
... More
Embankment Construction with Material Obtained from Borrow Pits
Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2
3629.27
562536
155
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Construction of Shoulders with approved material / selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 3% and compacting using vibratory roller
of 80 to 100 kN static weight to meet requirement as per
-
-
-
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Earthen Shoulders with Granular material (CBR value 7)
750.85
139658
186
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Construction of Median and Island with Soil Taken from Roadway Cutting
Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other
structures, spread, graded and compacted as per clause 408
374.4
52790
141
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Sub Grade Construction with Material Obtained from Borrow Pits
Construction of sub grade with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2
1820.9
282239
155
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Sub Total
-
1192039
-
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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400-2)
Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to
755.58
705711
934
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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 of mixed Material by tipper to site, 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 in accordance
856.79
1279187
1493
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Sub Total
-
1984899
-
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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 of 0.75 kg/sqm
using mechanical means as per clause 502 of specifications.
2696.4
99766
37
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Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with
mechanical broom and as per relevant clauses of section-503
-
-
-
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0.25 kg per sqm (normal bituminous surfaces)
2626.8
36775
14
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0.30 kg per sqm (dry & hungry bituminous surfaces
/granu1ar surfaces treated with primer)
2696.4
43142
16
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Dense Graded Bituminous Macadam
Providing and laying dense bituminous macadam 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
-
-
-
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Using Batch Mix Plant of appropriate capacity and Paver
finisher Hydrostatic with Sensor.
-
-
-
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for Grading I(40 mm nominal size )
687.51
5126074
7456
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Bituminous Concrete
Providing and laying bituminous concrete 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 witl
sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to
-
-
-
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Using Batch Mix Plant of appropriate capacity and Paver
Finisher Hydraustatic with Sensor control.
-
-
-
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for Grading-I (50-65 mm thickness) with 60/70 bitumen
515.21
4800211
9317
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Sub Total
-
10105970
-
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Dismantling of Structures -Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable material
-
-
-
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Lime / Cement Concrete
-
-
-
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Prestressed / Reinforced cement concrete grade M-20 &
239.62
280355
1170
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Excavation for Structures - 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
-
-
-
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Ordinary Soil
-
-
-
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Mechanical Means
-
-
-
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Depth Upto 3 m
706.1
43072
61
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Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per
relevant clauses of sections 1500, 1700 & 2100 with .
-
-
-
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PCC Grade M-15
30
138510
4617
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RCC Grade M-30
21
113799
5419
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and
technical specifications as per relevant clauses of section
2
149616
74808
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Plain/Reinforced cement concrete in sub-structure complete
as per drawing and technical specifications
-
-
-
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PCC Grade M-15
334
1713420
5130
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RCC Grade M-30
27
171045
6335
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RCC Grade M-35
261
1675098
6418
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical
specifications as per relevant clauses of section 1600.
37
2978611
80503
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of lV :20H towards drawing foce.
Complete as per drawing and Technical specifications
95
17575
185
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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
108
81000
750
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Providing and fixing in position bituminous paper bearing for
slabs as per approved drawing and confirming to IS:1398.
6
288
48
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Furnishing & Placing Reinforced / Prestressed Cement Concrete in super-structure as per drawing and Technical
specifications sections and as per relevant clauses of sections
-
-
-
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PSC Grade M-40
24
174216
7259
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Drainage spouts complete as per drawing and Technical
Specification and as per clause 2705 of specifications.
2
2622
1311
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Bituminous Concrete
Providing and laying bituminous concrete 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 witl sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to
-
-
-
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Using Batch Mix Plant of appropriate capacity and Paver
Finisher Hydraustatic with Sensor control.
-
-
-
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for Grading-I (50-65 mm thickness) with 60/70 bitumen
8
74536
9317
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as
per relevant clauses of section 1700
10
46640
4664
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PCC M15 grade levelling course below approach slab complete as per drawing and technical specification and as per relevant clause of section 1700.
13
60632
4664
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Reinforced cement concrete approach slab (Grade of concrete M-30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant
clauses of section 1500, 1600, 1700 and clause 2704 of
22
257070
11685
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Filler joint
-
-
-
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Providing & fixing 20mm thick compressible fiber board in
expansion joint complete as per drawing & Technical
21
9597
457
... More
Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical
-
-
-
... More
Stone/Boulder
18
39798
2211
... More
Providing and laying Filter material underneath pitching in
slopes complete as per drawing and Technical specification.
9
6750
750
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Providing and laying Flooring complete as per drawing and
Technical specifications laid over cement concrete bedding.
-
-
-
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Rubble stone laid in cement mortar 1:3
18
103590
5755
... More
Curtain wall complete as per drawing and Technical
-
-
-
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Cement Concrete Grade M-15
31
150350
4850
... More
Flexible Apron: Construction of flexible apron 1 m thick
comprising of loose stone boulders weighing not less than 40
127
265303
2089
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Painting Two Coats on New Concrete Surfaces - Painting
two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
104
6760
65
... More
Providing painting, figuring and numbering to minor bridges
upto 30m. Linear water way complete with Synthetic Enamel
-
-
-
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Two coats on new work
2
326
163
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Sub Total
-
8560579
-
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Cast in Situ Cement Concrete M20 kerb
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 grade PCC on M-20 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb
stone laid with kerb laying machine, foundation concrete laid
-
-
-
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Using Concrete Mixer
800
312000
390
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Painting Two Coats on New Concrete Surfaces - Painting
two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
280
18200
65
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Retro-reftectorised Traffic signs - Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign board as per IRC 67- 2012 made of high intensity Micron Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent
ink n.s sneeified hv the sheet.inc mn.nufaefiirer. sunnnrted nn z
-
-
-
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Cautionary/Warning Sign
-
-
-
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vi) Chevron Sign Boards 500mm x 600mm
81
358344
4424
... More
Mandatory / Regulatory sign
-
-
-
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i) 900 mm dia circular sign
10
42000
4200
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ii) Hazard marker sign board (300mmx900mm)
4
15300
3825
... More
Direction and Place Identification signs more than 0.9 sqm size board.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MORT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MORT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MORT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.
1.92
29771
15506
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Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 gms
/sqm area thickness of 2.5 mm is exclusive of surface applied galss beads as IRC 35 the finishing surface to be level uniform and free from streaks and holes all complete
2152
1368672
636
... More
Transverse Bar Marking 5mm height
75.6
78019
1032
... More
Metal Beam Crash Barrier; Type -A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick comigated sheet metal beam rail, 70cm above road / ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre, 1.8m high. 1.1m below ground / road level, all steel parts and fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on vertical post with a spacer of channel
3765
16942500
4500
... More
grade) of size 10 cm x 5 cm on MBCBs and other structures as per MoRTH Cl No. 801 and as per approval of Engineer- in- Charge.
1868
46700
25
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Road Markers/Road Stud with Lense Reflector & Median Markers
Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35-2015 and clause 804 of MORTH. As per clause
804.2.2 of MoRTH and Section-5 of IRC:35-2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-retlecting surface should be 35 +/-5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty
1994
1341962
673
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SITC of Crystal control Road warning Blinker system with solar panel module with 300mm LED Module of minimum 190 Nos.,Blinker Units, Charging circuit, suitable SMF Rechargeable Battery(12 Volt,), including wiring, connections etc. complete in all respect.
4
50000
12500
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Sub Total
-
21227622
-
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