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Tender Value
₹29.1 Cr
EMD Value
₹58.1 L
Closing Date
14 Sept 2026, 12:00 pm4d left
R. Venkateswarlu
Regional Officer, National Highways Authority of India, Coworking Studio, 4th Floor, D-13 Patliputra Industrial Area, Patna - 800013
Strengthening and maintenance of Highway and construction of RCC Drain of Simaria-Khagaria Section of NH-31 from Km 206.050 to Km 266.282 (Design Chainage) in the State of Bihar under Risk and Cost.
2026_NHAI_289079_1
NIT No- 339/RO-PATNA/NHAI/2026-27
Limited
Civil Works - Highways
Item Rate
120 days
NHAI, RO - Patna
Please refer tender documents.
8 documents required · 8 mandatory
₹10,000
NHAI, RO - Patna
₹58.1 L
28 Aug 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
14 Sept 2026
28 Aug 2026
Minor Bridge (New)
Repair & Rehabilitation_Minor Bridge_Ch-23+718
Retaining Wall (Deducation for Height 2 m)
Retaining Wall (Height 6 m)
Junction
Crash Barrier of Existing bridges
Realignment Madhepura Section
Reconstruction of Existing Retained Culverts
Dismantling of 3 Nos. Culverts
New Construction of Slip Road/Service Road
Less : Deduction of cost of Retaining wall of 2m height for the length from Km 19+900 to Km. 20+030
Add Design/Drawing Charges @ 2% of [A]
Add GST @ 18% on A
Add Labour Cess @ 1% on A
Seigniorage Fee @ 10% on Material Cost =
Gross Value of Work under COS = [(A + B + C + D)]
Annexure-i
Additional Cost of VUP,Culvert,Retaining Wall, Realignment & Existing Retained Culverts
Description
Minor Bridge (New)
Repair & Rehabilitation_Minor Bridge_Ch-23+718
Retaining Wall (Deducation for Height 2 m)
Retaining Wall (Height 6 m)
Junction
Crash Barrier of Existing bridges
Realignment Madhepura Section
Reconstruction of Existing Retained Culverts
Dismantling of 3 Nos. Culverts
New Construction of Slip Road/Service Road
Less : Deduction of cost of Retaining wall of 2m height for the length from Km 19+900 to Km. 20+030
Add Design/Drawing Charges @ 2% of [A]
Add GST @ 18% on A
Add Labour Cess @ 1% on A
Seigniorage Fee @ 10% on Material Cost =
Gross Value of Work under COS = [(A + B + C + D)]
Chainage
Chainage
Remarks
Remarks
Chainage
Chainage
Chainage
Chainage
Crash Barrier of Existing bridges
Realignment Madhepura Section
Widening and Repairing of existing Culverts Porposed to be New Constructed as per report submitted by Third Party
Dismentaling of existing Culverts
SLIP Road/Service Road
Quantity
Annexure-ii
Description
Diversion Rate
Reconstruction of Existing Retained Culverts
Box Culvert 2 Lane (14 MTR Width)
Box Culvert 4 Lane (21.5 MTR Width)
Deducation: Widening of Box Culvert as per CA (12 Nos)
Add Design/Drawing Charges @ 2% of [B]
Add GST @ 18% on B + C
Add Labour Cess @ 1% on B + C
Gross Value of Work under COS = [ A + B + C + D]
Embankment
Subgrade
WMM Top
Embankment
Subgrade
WMM Top
Prime Coat
Tack Coat
Tack Coat
As per schedule B
Design Chainage
Total length
Chainage
Length (MTR.)
Embankment
Subgrade
Chainage
I-Kerb GSB
I-Kerb (M-20)
Description
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill for Junction
Footh path for Junction
Existing Road
Subgrade for Junction
Footh path for Junction
Existing Road
Granular sub base
Footh path for Junction
Existing Road
WMM for Junction
Footh path for Junction
Existing Road
DBM for Junction
Existing Road
BC for Junction
Existing Road
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
Earth Fill
Subgrade
GSB :- Granular sub base
WMM(Wet Mix Macadam)
Dense Bituminous Macadam (DBM)
Bituminous Concrete (BC)
CHAINAGE
Particulars
Granular Sub-Base with Graded Material (Table:- 400-1) (Plant Mix Method) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Wet Mix Macadam (Plant Mix Method) 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.
Prime coat over WMM/WBM Providing and applying primer coat with SSI grade biyumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means
Tack Coat on bituminous surface (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.)
Dense Graded Bituminous Macadam grading II (Providing and laying dense bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 % by weight of total 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. 505 complete in all respects.)
Bituminous Concrete grading II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 % 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.)
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section200. In area of light jungle
Planting flowering plants and shrubs in central verge 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.
% In figure
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
Approach Slab
Reinforcement
Drainage Spout
Fibre Board
Filter Media - Geocomposite
Prime Coat
Tack Coat
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
Approach Slab
Reinforcement
Drainage Spout
Fibre Board
Filter Media - Geocomposite
Prime Coat
Tack Coat
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
Approach Slab
Reinforcement
Drainage Spout
Fibre Board
Filter Media - Geocomposite
Prime Coat
Tack Coat
Rehabilitation and Upgradation of two laning of Maheshkhunt – Saharsa – Purina Section of NH-107 for km 00.00 to km 90.00 in the State of Bihar.
National Highway Authority Of India
S.P Infra Sollution
Ganon Dunkerley Co. Ltd.
18104/NH107/VUP/36+539/GAD/100 R3
Particular
BAR MARK 12
CHAIR BAR (SLAB)
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
Curtain Wall (Typ I) - Conc.
Curtain Wall (Typ II) - Conc.
Approach Slab
Reinforcement
Retaining Wall
Railing RCC
Floor Apron
Weep Holes
Description
Excavation for Structure
Levelling Course - PCC
Drain - Conc.
Drain - Conc.
Reinforcement
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
Curtain Wall (Typ I) - Conc.
Curtain Wall (Typ II) - Conc.
Approach Slab
Reinforcement
Retaining Wall
Railing RCC
Floor Apron
Weep Holes
Description
Excavation for Structure
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
Crash Barrier - Conc.
Curtain Wall
Flexible Apron (Stone Piching)
RE/TOE /WING/U-TROUGH WALL
Reinforcement
Weep Holes
Filter Media
Description
Excavation for Structure
Levelling Course - PCC
Retaining Wall - Conc.
Filter Media
Particular
BAR MARK 3 (Raft top distribution bar)
Description
Excavation for Structure
Levelling Course - PCC
Retaining Wall - Conc.
Retaining Wall - Conc.
Filter Media
Description
Excavation for Structure
Levelling Course - PCC
Retaining Wall - Conc.
Retaining Wall - Conc.
Reinforcement
Weep Holes
Retaining Wall - Filter Media
Fibre Board
Particular
Rehabilitation & Upgradation of two laning of Maheshkhunt - Saharsa - Purenea Section NH-107 from KM.0.000 to KM 90.000 in the state of Bihar on EPC mode (pckage -
National Higway Authority of India.
HEC in associations with S.P infra .
Gannon Dunkerley & Co. Ltd.
Bar Bending Schedule of Retaining wall
18104/NH107/Misc/01
6.2m height
Particular
BAR MARK 7 RAFT TOP MAIN BAR
Description
Excavation for Structure
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
Crash Barrier - Conc.
Curtain Wall
Flexible Apron (Stone Piching)
U-TROUGH WALL
Reinforcement
Weep Holes
Filter Media
Approach Slab
Rehabilitation & Upgradation of two laning of Maheshkhunt - Saharsa - Purenea Section NH-107 from KM.0.000 to KM 90.000 in the state of Bihar on EPC mode (pckage -1)
National Higway Authority of India.
HEC in associations with S.P infra .
Gannon Dunkerley & Co. Ltd.
Bar Bending Schedule of Box culvert.
18104/NH107/BC/RECON/REINF/213
Particular
Particular
Description
Excavation for Structure
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
Crash Barrier - Conc.
Curtain Wall
Flexible Apron (Stone Piching)
U-TROUGH WALL
Reinforcement
Weep Holes
Filter Media
Approach Slab
Description
Excavation for Structure
Levelling Course - Granuler Layer
Levelling Course - PCC
Box Structure - Conc.
Box Structure - Conc.
Box Structure - Conc.
RCC Crash Barrier - Conc.
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
RCC CB
Curtain Wall (Typ I) - Conc.
Curtain Wall (Typ II) - Conc.
Approach Slab
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Approach Slab PCC
Reinforcement
Retaining Wall
Railing RCC
Floor Apron
Weep Holes
Particular
Royalty as per Jharkhand Gazette no 730 dtd. 17.09.2019
BOQ Item No
BITUMINOUS / CONCRETE PAVEMENT
Labour
Machinery
Material
tonne
Overhead @ 25%On (a+b+c)
Contractors Profit @ 10%On (a+b+c+d)
Labour
Machinery
Material
tonne
Overhead @ 25%On (a+b+c)
Contractors Profit @ 10%On (a+b+c+d)
Labour
Machinery
Material
tonne
Overhead @ 25%On (a+b+c)
Contractors Profit @ 10%On (a+b+c+d)
Providing and laying bituminious macadam with 100-120 TPH Hot mix plant producing an average output of 75 tonnes per hour Using Crushed aggregate of specified grading premix with bituminous binder ,transported to siteTechnical Specifications Clause 507.
Labour
Machinery
Material
Bitumen @ 4.25 per cent of weight of mix
205X2.2=450tonne
Aggregate
30 percent
28 per cent
40 per cent
Overhead @ 25%On (a+b+c)
Contractors Profit @ 10%On (a+b+c+d)
Labour
Machinery
Material
Bitumen @ 5 per cent of weight of mix
Aggregate
30 per cent
25 per cent
43 per cent
tonne
Overhead @ 25%On (a+b+c)
Contractors Profit @ 10%On (a+b+c+d)
Main Carriage Way
Junction
Slip Road
Retro-Reflectorised Traffic Signs
Description
Medium
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
120 cm equilateral triangle
90 cm equilateral triangle
75 cm equilateral triangle
60 cm equilateral triangle
120 cm circular
90 cm high octagon
75 cm circular
60 cm circular
90 cm x 75 cm rectangular
80 cm x 60 cm rectangular
60 cm x 50 cm rectangular
60 cm x 45 cm rectangular
60 cm x 60 cm square
120 cm high octagon
90 cm high octagon
75 cm high octagon
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
120 cm equilateral triangle
90 cm equilateral triangle
75 cm equilateral triangle
60 cm equilateral triangle
120 cm circular
90 cm circular
75 cm circular
60 cm circular
90 cm x 75 cm rectangular
80 cm x 60 cm rectangular
60 cm x 50 cm rectangular
60 cm x 45 cm rectangular
60 cm x 60 cm square
120 cm high octagon
Earthwork
DBM & BC
Aggregate (M-40)
Aggregate (M-35)
Aggregate (M-30)
Aggregate (M-15)
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