Road Transport and Highways Government Departments Closing in 0 days TDR #34562070

Tender For Mmpna/2022-23/90

Issued by Government Departments · gauripur, Assam
Tender Value
1.53 Crore
Estimated cost
Bid Submission
18 Nov 2022
0 days left
EMD
3.07 Lakhs
Bank guarantee accepted
Document Fee
3100
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
gauripur → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Periodic Renewal Of Balajan Dhepdhepi Road To Kheksiali ( Dhepdhepi To Kheksiali ) ( Pmgsy ) , 9Th Km Of Gauripur Bashbari Road To Lalkura Pt Ii Village, Bashbari To Paglijhora And 2 Roads. Please Refer Nit Documents.

BOQ

Name of Work: PeriodicRenewal of Balajan Dhepdhepi Road To Kheksiali (Dhepdhepi to Kheksiali) (PMGSY), 9TH KM Of Gauripur Bashbari Road To Lalkura Pt II Village (Rupshi to Lalkura Pt II) (PMGSY), Bashbari To Paglijhora (Bashbari to Paglijhora) (PMGSY), 6th Km of D.K. Road to Dukhisukhi I (Moterjhar to Dukhisukhi Part I)(PMGSY), Nalia II to Kedar III (Nalia Part II to Kedar Part III) (PMGSY) under Mukhya Mantrir Path Nabikaran Aachani under Gauripur LACfor the year 2022-23
Sl. No. Item Description
1PeriodicRenewal of Balajan Dhepdhepi Road To Kheksiali (Dhepdhepi to Kheksiali) (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 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m)
2Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
3Providing 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).
4Providing 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.
520mm 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 androlling of 20mm thickopen graded premix carpet it ( thickness not less than 20mmat any place)composed of 13.2mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2mm graded aggregatesize & 0.09 cum per 10 sqm usingbituminous binder @ 13.432 kg per 10 sqm ( i.e 92 % ofstandard bitumen and 8% waste processed plastic by weightshall be used for coating aggregateafter heating ) as per IRC : SP:98:2013 layinh to required line , grade and levelto serve asfinished 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.
6SealCoat : 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 TypeC (II) Bitumen (S-65).
7Reinforced 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
8Reinforced 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)
9Providing 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
10Brik 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)
11Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
12Providing 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 enamelpaint 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
13Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm circular
14Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm equilateral triangle
15PeriodicRenewal 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 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m).
16Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
17Providing 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).
18Providing 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.
1920mm 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 androlling of 20mm thickopen graded premix carpet it ( thickness not less than 20mmat any place)composed of 13.2mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2mm graded aggregatesize & 0.09 cum per 10 sqm usingbituminous binder @ 13.432 kg per 10 sqm ( i.e 92 % ofstandard bitumen and 8% waste processed plastic by weightshall be used for coating aggregateafter heating ) as per IRC : SP:98:2013 layinh to required line , grade and levelto serve asfinished 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.
20SealCoat : 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 TypeC (II) Bitumen (S-65).
21Reinforced 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
22Reinforced 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)
23Providing 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
24Brik 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)
25Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
26Providing 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 enamelpaint 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
27Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm circular
28Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm equilateral triangle
29Single 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
30PeriodicRenewal 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 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m).
31Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
32Providing 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).
33Providing 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.
34Semi - 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 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) .
35Reinforced 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
36Reinforced 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)
37Providing 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
38Providing 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
39Providing 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 enamelpaint 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
40Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm circular
41Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm equilateral triangle
42Providing 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 perdrawings and Technical Specification Clause 801, 800mm x 600mm rectangular(Place identification)
43Painting 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.
44PeriodicRenewal 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 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m).
45Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
46Providing 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).
47Providing 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.
48Semi - 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 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) .
49Reinforced 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
50Providing 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
51Providing 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
52Providing 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 enamelpaint 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
53Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm circular
54Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm equilateral triangle
55Providing 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 perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular(Place identification)
56PeriodicRenewal 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 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m).
57Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
58Providing 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).
59Providing 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.
60Semi - 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 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) .
61Reinforced 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
62Reinforced 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)
63Providing 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
64Providing 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
65Brik 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)
66Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
67Providing 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 enamelpaint 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
68Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm circular
69Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67made 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 801vi) 600mm equilateral triangle
70Painting 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.
71Supplying ,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
72Providing 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 perdrawings and Technical Specification Clause 80 1, 800mm x 600mm rectangular(Place identification)
73Single 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

AI Tender Summary

OUR REF NO 34562070
AUTHORITY Government Departments
TENDER VALUE 1.53 Crore
LAST DATE 18-11-2022
Authority
Authority Name Public Works Roads Department
Work Description Periodic Renewal Of Balajan Dhepdhepi Road To Kheksiali ( Dhepdhepi To Kheksiali ) ( Pmgsy ) , 9Th Km Of Gauripur Bashbari Road To Lalkura Pt Ii Village, Bashbari To Paglijhora And 2 Roads. Please Refer Nit Documents.
Basic Detail
Tender No CE/CMRDP/MMPNA/2022/2
Bidding Type Tender
Location
City gauripur
State Assam
Key Dates
Publish Date 28 Oct 2022
Submission Date 18 Nov 2022
Open Date 19 Nov 2022
Finance
Tender Value 1.53 Crore
Tender Fee 3100
EMD 3.07 Lakhs
Exemption Not Available
Document List
7937810f-df2a-44d9-8b1d-0f38dfdc3b68.html
BOQ_42396.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf

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Tender Timeline

Oct 28, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 18, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 19, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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xls

BOQ_42396.xls

pdf

Tendernotice_1.pdf

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Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

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