Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Oct 2022
Closing Date18 Nov 2022
Tender Amount₹ 1,53,51,000
Costs
EMD
₹ 3,07,000Document Cost
₹ 3,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_27472_90Bid Award Id
ViewTender No
CE/CMRDP/MMPNA/2022/2Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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.
5025.11
-
-
20mm thick open graded premix carpet using Bituminous Binder mixing with processed waste plastic (as per IRC -SP-98-20130 by replacement of 8%bitumen binder weight providing and laying and rolling of 20mm thick open graded premix carpet it ( thickness not less than 20mm at any place) composed of 13.2mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2mm graded aggregate size & 0.09 cum per 10 sqm using bituminous binder @ 13.432 kg per 10 sqm ( i.e 92 % of standard bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after heating ) as per IRC : SP:98:2013 layinh to required line , grade and levelto serve as finished to required level and graded as per technical specification cl 508 to be followed by seal coat of either type A , type B or Type C as per technical specification , Bitumen VG 30.
5025.11
-
-
SealCoat : Providing and laying sealcoat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type A , Type B and Type C as per technical specification cl 510 , Case -III Type C (II) Bitumen (S-65).
5025.11
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (iii) 200m stone pre cast
5
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (ii) Ordinary KM Stone (Pre cast)
3
-
-
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
260.2
-
-
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
20
-
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
110.52
-
-
Providing and fixing PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1
1
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm circular
4
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm equilateral triangle
4
-
-
Periodic Renewal of 9TH KM Of Gauripur Bashbari Road To Lalkura Pt II Village (Rupshi to Lalkura Pt II) (PMGSY)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m).
3600
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
1890
-
-
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
(Provided only on WBM surface).
1890
-
-
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.
5562
-
-
20mm thick open graded premix carpet using Bituminous Binder mixing with processed waste plastic (as per IRC -SP-98-20130 by replacement of 8%bitumen binder weight providing and laying and rolling of 20mm thick open graded premix carpet it ( thickness not less than 20mm at any place) composed of 13.2mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2mm graded aggregate size & 0.09 cum per 10 sqm using bituminous binder @ 13.432 kg per 10 sqm ( i.e 92 % of standard bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after heating ) as per IRC : SP:98:2013 layinh to required line , grade and levelto serve as finished to required level and graded as per technical specification cl 508 to be followed by seal coat of either type A , type B or Type C as per technical specification , Bitumen VG 30.
5562
-
-
SealCoat : Providing and laying sealcoat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type A , Type B and Type C as per technical specification cl 510 , Case -III Type C (II) Bitumen (S-65).
5562
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (iii) 200m stone pre cast
8
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (ii) Ordinary KM Stone (Pre cast)
3
-
-
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
360
-
-
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
10
-
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
55.26
-
-
Providing and fixing PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1
1
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm circular
8
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm equilateral triangle
8
-
-
Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua ) 65mm to 75mm dia closely packed & driven including fitting and fixing with half bamboo kamis horizontally in three rows with the cane or tieing wire complete and struts 1500mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORD (a) Driving at least 900mm below and 1800mm above the ground on average
80
-
-
Periodic Renewal of Bashbari To Paglijhora (Bashbari to Paglijhora) (PMGSY)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m).
5422.5
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
1355.63
-
-
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
(Provided only on WBM surface).
1355.63
-
-
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.
9308.63
-
-
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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)(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) .
232.72
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (iii) 200m stone pre cast
10
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (ii) Ordinary KM Stone (Pre cast)
4
-
-
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
482
-
-
Providing and fixing of road stud 100x100 mm dia cast in aluminimum, resitant to corrosive effect of salt and grit , fitted with lense reflectors , installed in concrete or asphaltic surface by drilling holes 30mm up to 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS :873 (Part 4 ) 1973
805
-
-
Providing and fixing PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1
1
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm circular
10
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm equilateral triangle
10
-
-
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, 800mm x 600mm rectangular (Place identification)
2
-
-
Painting two coats including prime coat with epoxy paint of approved brand on concrete /steel surface after through cleaning of surface to give an shade as per drawing and technical specification clause 1701.
112
-
-
Periodic Renewal of 6th Km of D.K. Road to Dukhisukhi I (Moterjhar to Dukhisukhi Part I) (PMGSY)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m).
1800
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
570
-
-
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
(Provided only on WBM surface).
570
-
-
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.
3090
-
-
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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)(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) .
77.25
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (iii) 200m stone pre cast
10
-
-
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
160
-
-
Providing and fixing of road stud 100x100 mm dia cast in aluminimum, resitant to corrosive effect of salt and grit , fitted with lense reflectors , installed in concrete or asphaltic surface by drilling holes 30mm up to 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS :873 (Part 4 ) 1973
268
-
-
Providing and fixing PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1
1
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm circular
8
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm equilateral triangle
4
-
-
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 801,800mm x 600mm rectangular (Place identification)
1
-
-
Periodic Renewal of Nalia II to Kedar III (Nalia Part II to Kedar Part III) (PMGSY)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m).
4050
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
675
-
-
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
(Provided only on WBM surface).
675
-
-
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.
6952.5
-
-
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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)(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) .
173.81
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (iii) 200m stone pre cast
8
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification cl 1703 (ii) Ordinary KM Stone (Pre cast)
3
-
-
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
360
-
-
Providing and fixing of road stud 100x100 mm dia cast in aluminimum, resitant to corrosive effect of salt and grit , fitted with lense reflectors , installed in concrete or asphaltic surface by drilling holes 30mm up to 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS :873 (Part 4 ) 1973
602
-
-
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
10
-
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
55.26
-
-
Providing and fixing PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1
1
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm circular
20
-
-
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
vi) 600mm equilateral triangle
8
-
-
Painting two coats including prime coat with epoxy paint of approved brand on concrete /steel surface after through cleaning of surface to give an shade as per drawing and technical specification clause 1701.
174
-
-
Supplying ,fitting and fixing RCC guard post 150cm long errected 75cm above the ground and 75cm below the ground with M15 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 23 cm strips up to 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) 15cm dia RCC guard post reinforcement of 4 nos ,12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15 cm c/c
80
-
-
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 80 1, 800mm x 600mm rectangular (Place identification)
2
-
-
Single bamboo spur and palisading of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia and closely packed & deiven including fitting .fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500mm apart longitudibally and providing brush wood as per drawing and technical specification cl 1302.5 i ) Driven at least 900mm below ground and 1800mm above ground on average
60
-
-
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