National Highways And Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 42,55,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Short Term Maintenance Under Original Repair (contract Maintenance) Works At Selected Locations Between Km 0.00 To Km 65.00 Of Pailapool-hangrum In The State Of Assam During The Year 24-25
Description
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Contact
Tender Id
2024_NHIDC_819746_1Bid Award Id
ViewTender No
ROGHY/Pal-Hang/NH137G/24-25/1Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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BOQ Items
Prime coat
A. Prime coat (Providing and applying primmer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(ii) With Bitumen Emulsion-CSS-1 (IS- 8887-2004)
131625
5482181
41.65
Tack Coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by deptt.)
(II) With Bitumen Emulsion CSS-1 (IS:8887-2004) (c) Granular Surfaces treated with primer
131625
2506140
19.04
Tack Coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by deptt.)
(II) With Bitumen Emulsion CSS-1 (IS:8887-2004) (a) Normal Bituminious Surface
26125
404153
15.47
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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) B. With rock dust as filler ( refer table 500-9 of MoRT&H specification)
(I) with 60/70 or VG-30 grade bitumen
(ii) for GradingII(19 mm nominal size)
375
3983673
10623.13
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 MoRT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) B. With rock dust as filler ( refer table 500-9 of MoRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
(ii) for Grading-II (13 mm nominal size)
4507.5
52282176
11598.93
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 and conforming to the MoRT&H specifications
1500
1338750
892.5
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
30000
1356600
45.22
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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) (i) Ordinary soil
(B) Mechanical Means (Depth upto 3 m))( Without dewatering )
296.25
16216
54.74
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
20.83
166920
8013.46
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(b) Random Rubble Masonry
139.08
997298
7170.94
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 specification.
60
19635
327.25
RCC Pipe NP3 heavy duty non pressure pipe 1000 mm dia
25
205275
8211
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
100.5
380072
3781.82
Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. (II) With 1st class bedding of cc M-15
1000 mm dia
25
5236
209.44
Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) private land
3705.52
2094545
565.25
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
7.39
63924
8647.73
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(b) Random Rubble Masonry
287.76
2063509
7170.94
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 specification.
40
13090
327.25
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
61.87
233988
3781.82
Gabian Structure with Geo-synthetis
Providing and Laying Copper & polypropylene rope Gabions indigenously manufactured from high strength rope for slope protection and erosion control for river bank and sea-shore protection. Exclusive of providing & filling stones complete as per specifications and as directed by the Engineer in charge.
B) Type A (size 1M x1M x 2M, aperture 100mm x 100mm)
700
2148307
3069.01
Plain/Reinforced cement concrete, (Top Layer) (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999
(B) PCC Grade M20 (Height upto 5m)
73.94
842005
11388.3
Plain/Reinforced cement concrete, (Parapet Wall) (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999
(A) PCC Grade M15 (Height upto 5m)
4.32
46786
10830.19
Granular Sub-base with Close Graded Material (Table:- 400-1)
(B) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading- II Material
66.17
269377
4070.99
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
5.62
48600
8647.73
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(b) Random Rubble Masonry
246.91
1770548
7170.94
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 specification.
24
7854
327.25
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
39.86
150747
3781.82
Crawler Crane 50 Tonne capacity for Bridge Lifting.
192
431141
2245.53
Crawler mounted Excavator of 1 cum bucket for boulder cleaning Bridge bottom area.
6
16050
2675.12
Gabian Structure with Geo-synthetis
Providing and Laying Copper & polypropylene rope Gabions indigenously manufactured from high strength rope for slope protection and erosion control for river bank and sea-shore protection. Exclusive of providing & filling stones complete as per specifications and as directed by the Engineer in charge.
B) Type A (size 1M x1M x 2M, aperture 100mm x 100mm)
150
460351
3069.01
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
48
181527
3781.82
Plain/Reinforced cement concrete, (Parapet Wall) (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999
(A) PCC Grade M15 (Height upto 5m)
1.08
11696
10830.19
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat of bitumen emulsion on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material with paving bitumen 60/70 as per clause 511, compacting , trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2.
(ii)Using Bitumen emulsion CSS-1 ( IS:8887-2004) as Tack coat
12
5235999
436333.33
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