Public Works Roads Department Tender
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Costs
EMD
₹ 16,80,000Document Cost
₹ 17,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35864_1Bid Award Id
ViewTender No
CE/Comn/AsomMala2/15/23-24/18Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3090.62
-
67.8
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
16332.71
-
258.21
3.14 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. (i) Private Land
540.75
-
339.68
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse 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. ( Inclusive of all lead and lift up to site )
1126.1
-
2561.31
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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( Inclusive of all lead and lift up to sitet )
3801.22
-
3608.09
Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507 B) By Mechanical Means
Case – I: Nominal chipping size 13.2 mm
ii) Bitumen (S-65)
15289.84
-
70.29
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 and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( Inclusive of all lead and lift up to sitet )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification), (A) with 60/70 or VG-30 grade bitumen.
(ii) for GradingII(19 mm nominal size)
1064.34
-
9465.05
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 reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect.( Inclusive of all lead and lift up to sitet ) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
With 60/70 or VG-30 grade bitumen
for Grading II (13 mm nominal size).
463.8
-
10901.17
Tack Coat
iii)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 granular
surfaces treated with primer & cleaned with Hydraulic broom as per Technical
Specification Clause 503.
30919.57
-
13.33
ROAD FURNITURE 'Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
60
-
619.81
Traffic Signs
Retro-reflectorised Traffic Signs
'Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 '600mm equilateral triangle
20
-
3933.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 '600mm circular
10
-
5345.8
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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 MoSrt&H specifications
1002.26
-
566.13
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
1931
-
287.02
RCC SINGLE CELL BOX CULVERT (2X2) Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
54.12
-
1181.08
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil, Upto 3 m depth
360
-
127.69
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
21.6
-
2596.06
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.)
14.4
-
5588.98
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump
69.41
-
9672.8
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
5.63
-
64120.72
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork 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 F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump
84.7
-
10015.19
Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)
5.41
-
64274.4
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering formwork.
II 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 RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure
29.67
-
11088.69
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
2.79
-
70631.78
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
4.91
-
13358.86
Drainage Spouts complete as per drawing and Technical specification.
2
-
9075.03
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
24
-
2031.74
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
A With crushed stone, I Nominal mix (1:2.5:5)
21.6
-
5667.4
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
A With crushed stone,
43.2
-
11938.79
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material
162
-
1498.38
RCC COVERED DRAIN (1.2M x 1.2M) 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 material.
I) Ordinary soil, (a) Without dewatering, (i) upto 3 m depth
6120
-
127.69
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
478.13
-
2596.06
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.)
239.06
-
5588.98
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump
382.5
-
9672.8
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)
31.2
-
64120.72
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump
286.87
-
10015.19
Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)
70.38
-
64274.4
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification including steel shuttering formwork.
II 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 RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure
382.5
-
11088.69
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
45.75
-
70631.78
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material
3060
-
1498.38
RCC LOAD BEARING DRAIN (1.2M x 1.2M) 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 material.
I) Ordinary soil, (a) Without dewatering, (i) upto 3 m depth
1170
-
127.69
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
84.38
-
2596.06
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.)
42.19
-
5588.98
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump
90
-
9672.8
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)
8.07
-
64120.72
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork II Without plasticiser F RCC Grade M25, a Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump
60
-
10015.19
Reinforcement in Sub-structure: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)
18.39
-
64274.4
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification including steel shuttering formwork.
II 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 RCC Grade M25, Case II Using Batching Plant, Transit Mixer and Concrete Pump, (i) For solid slab super-structure
90
-
11088.69
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
8.07
-
70631.78
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material
585
-
1498.38
RRM RETAINING WALL Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
324
-
127.69
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
324
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
27
-
2596.06
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.)
13.5
-
5588.98
Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.
438.75
-
6319.86
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
395
-
146.41
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.
300
-
205.66
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
i)Granular material
54
-
1487.19
PAINTING WORKS ON EXISTING BRIDGES Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
482.55
-
116.05
JUNCTION IMPROVEMENT Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse 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.
173.81
-
2561.31
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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant
173.81
-
3608.09
Prime Coat
ii) Medium porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
802.5
-
48.93
5.2 Tack Coat
i)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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1605
-
13.33
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 and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including 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.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification), (A) with 60/70 or VG-30 grade bitumen.
(ii) for GradingII(19 mm nominal size)
69.53
-
9465.05
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 reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respects. (including 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.) I With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification), A With 60/70 or VG-30 grade bitumen, (i) for Grading I (19 mm nominal size)
34.76
-
10901.17
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 MoSrt&H specifications
54
-
566.13
Providing reflective pavement markers with Micro prismatic lenses in both directions having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
80
-
287.02
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
80
-
1324.36
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, 600mm equilateral triangle
24
-
3933.19
Painting lines, dashes, arrows, etc. on roads in two coats on new work with sqm 85.60 ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
35.18
-
96.73
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