}

Construction And 5-Year Maintenance Of Road Under Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Under District Firozabad Of Pkg No Upfdr-114 ( Package No Up 2657, Up 2664, Up 2666 Up 2668 ) , firozabad-Uttar Pradesh

Uttar Pradesh Rural Road Development Agency-UPRRDA has published Construction And 5-Year Maintenance Of Road Under Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Under District Firozabad Of Pkg No Upfdr-114 ( Package No Up 2657, Up 2664, Up 2666 Up 2668 ) . Submission Date for this Tender is 06-07-2022. Additive Tenders in firozabad Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

32443983
Corrigendum : Construction And 5-Year Maintenance Of Road Under Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Under District Firozabad Of Pkg No Upfdr-114 ( Package No Up 2657, Up 2664, Up 2666 Up 2668 )
Open Tender
Indian
Uttar Pradesh
firozabad
06-07-2022

Tender Details

Construction And 5-Year Maintenance Of Road Under Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Under District Firozabad Of Pkg No Upfdr-114 ( Package No Up 2657, Up 2664, Up 2666 Up 2668 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jun-2022 Pre Bid Meeting Date Other 23-06-2022
2 06-Jun-2022 Start Date Date 23-06-2022
3 23-Jun-2022 DATE EXTEND Date 06-07-2022

Key Value

Document Fees
INR 5000 /-
EMD
INR 6177746.0 /-
Tender Value
INR 30.88 Crore /-

BOQ Items

Name of Work:Name of Work:Construction and 5-Year Maintenance of Road Under Full Depth Reclamation/ In-Situ Stabilization with Cement and Additive of Pkg No UPFDR-114 1- MRL02-Shikohabad Railway Station to Nagla Bazdar (Length 5.265 Km) Distt: - FirozabadPkg No UP 2657 2- MRL04-Etah Shikohabad Road to Navada, Khutiyana Salempur (Length 5.175 Km) Distt: - FirozabadPkg No UP 2664 3- MRL22-Etah Basundhara (Nagla Chittar) to Nagla Pasi, Gadanpur. (Length 5.450 Km) Distt: - FirozabadPkg No UP 2666 4- T03-NH-2 to Niyamatpur (Length 14.120 Km) Distt: - FirozabadPkg No UP 2668
Sl. No. Item Description
1Work
21- MRL02-Shikohabad Railway Station to Nagla Bazdar (Length 5.265 Km) Distt: - FirozabadPkg No UP 2657
3Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. [RA-1]
4Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [RA-4]
5Construction 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305[RA-3]
6Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause[RA- 15]
7Construction of Sub-grade 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 up to 1000m as per Technical Specification Clause 303.1 [RA-5]
8Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202 [RA-29]
9Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)RA-6]
10Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. [RA-9]
11Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [RA-10]
12SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3, laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement Surface. [As per the Letter no. 2795/T-252/FDR/UPRRDA/2021 dated 23-02-2021] (RA-12)
13Bituminous 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 5.6per centof 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. 509 complete in all respects [RA-11]
14Construction ofPanel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm [RA-14]
15Reinforced 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 Clause 1703 Ordinary K.M. stone (precast) [RA-24]
16Reinforced cement concrete M15 grade 5th 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 Clause 1703 [RA-24]
17Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [RA-24]
18Providing and fixing ofReference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
19Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
20Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Junction Board [RA-25]
21Providing 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. [RA-17]
22Hazard Markers
23Warning Signs
24Stop Sign (900mm Octagonal)
25Chevron Signs
26Mandatory Signs 600 mm
27Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. [RA-20]
28Providing and fixing of reflective typical PMGSY Maintenance sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
29Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-18]
30Providing & fixingof typical PMGSY Citizen"s information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26]
31Providing 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.[RA-21]
32Providing 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.[RA-27]
33Earthworkinexcavationoffoundationofstructures
34PCC Grade M15
35RCC pipe NP3 1200mm dia
36Providing and fixing of precast RCC Guard Stone in M20( 1;2:4 )
37Providing and laying rubble for stone pitching
38Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:3)
39Pointing with cement mortar (1:3)
40Plastering with cement mortar (1:4)
41Painting two coats including prime coat with epoxy paint
42Cement Concrete 1:3:6 in Base
43Drain covers (R.C.C. M-25)
44HYSD Bar in R.C.C. work
452- MRL04-Etah Shikohabad Road to Navada, Khutiyana Salempur (Length 5.175 Km) Distt: - FirozabadPkg No UP 2664
46Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. [RA-1]
47Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [RA-4]
48Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause[RA- 15]
49Construction of Sub-grade 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 up to 1000m as per Technical Specification Clause 303.1 [RA-5]
50Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202 [RA-29]
51Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)RA-6]
52Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. [RA-9]
53Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [RA-10]
54SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3, laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement Surface. [As per the Letter no. 2795/T-252/FDR/UPRRDA/2021 dated 23-02-2021] (RA-12)
55Bituminous 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 5.6per centof 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. 509 complete in all respects [RA-11]
56Construction ofPanel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm [RA-14]
57Reinforced 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 Clause 1703 Ordinary K.M. stone (precast) [RA-24]
58Reinforced cement concrete M15 grade 5th 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 Clause 1703 [RA-24]
59Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [RA-24]
60Providing and fixing ofReference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
61Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
62Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Junction Board [RA-25]
63Providing 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. [RA-17]
64Hazard Markers
65Warning Signs
66Stop Sign (900mm Octagonal)
67Chevron Signs
68Mandatory Signs 600 mm
69Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. [RA-20]
70Providing and fixing of reflective typical PMGSY Maintenance sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
71Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-18]
72Providing & fixingof typical PMGSY Citizen"s information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26]
73Providing 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.[RA-21]
74Providing 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.[RA-27]
75Earthworkinexcavationoffoundationofstructures
76PCC Grade M15
77RCC pipe NP3 1000mm dia
78Providing and fixing of precast RCC Guard Stone in M20( 1;2:4 )
79Providing and laying rubble for stone pitching (each stone weighting not less than 40Kg.)
80Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:3)
81Pointing with cement mortar (1:3)
82Plastering with cement mortar (1:4)
83Painting two coats including prime coat with epoxy paint
84Cement Concrete 1:3:6 in Base
85Drain covers(R.C.C. M-25 )
86HYSD Bar in R.C.C. work
873- MRL22-Etah Basundhara (Nagla Chittar) to Nagla Pasi, Gadanpur. (Length 5.450 Km) Distt: - FirozabadPkg No UP 2666
88Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. [RA-1]
89Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [RA-4]
90Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause[RA- 15]
91Construction of Sub-grade 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 up to 1000m as per Technical Specification Clause 303.1 [RA-5]
92Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202 [RA-29]
93Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)RA-6]
94Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. [RA-9]
95Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [RA-10]
96SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3, laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement Surface. [As per the Letter no. 2795/T-252/FDR/UPRRDA/2021 dated 23-02-2021] (RA-12)
97Bituminous 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 5.6per centof 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. 509 complete in all respects [RA-11]
98Construction ofPanel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm [RA-14]
99Reinforced 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 Clause 1703 Ordinary K.M. stone (precast) [RA-24]
100Reinforced cement concrete M15 grade 5th 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 Clause 1703 [RA-24]
101Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [RA-24]
102Providing and fixing ofReference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
103Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
104Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Junction Board [RA-25]
105Providing 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. [RA-17]
106Hazard Markers
107Delineators
108Warning Signs
109Stop Sign (900mm Octagonal)
110Chevron Signs
111Mandatory Signs 600 mm
112Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. [RA-20]
113Providing and fixing of reflective typical PMGSY Maintenance sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
114Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-18]
115Providing & fixingof typical PMGSY Citizen"s information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26]
116Providing 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.[RA-21]
117Providing 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.[RA-27]
118Earthworkinexcavationoffoundationofstructures
119PCC Grade M15
120RCC pipe NP3 1000mm dia
121Providing and fixing of precast RCC Guard Stone in M20( 1;2:4 )
122Providing and laying rubble for stone pitching (each stone weighting not less than 40Kg.)
123Cement concrete mix 1:3:6
124Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:3)
125Cement concrete mix 1:1.5:3 Coping
126Making provision for weep holes
127Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
128Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
129Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
130Drain covers(R.C.C. M-25 )
131HYSD Bar in R.C.C. work
1324- T03-NH-2 to Niyamatpur (Length 14.120 Km) Distt: - FirozabadPkg No UP 2668
133Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. [RA-1]
134Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [RA-4]
135Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause[RA- 15]
136Construction of Sub-grade 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 up to 1000m as per Technical Specification Clause 303.1 [RA-5]
137Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202 [RA-29]
138Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)RA-6]
139Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. [RA-9]
140Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [RA-10]
141SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3, laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement Surface. [As per the Letter no. 2795/T-252/FDR/UPRRDA/2021 dated 23-02-2021] (RA-12)
142Bituminous 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 5.6per centof 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. 509 complete in all respects [RA-11]
143Construction ofPanel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm [RA-14]
144Reinforced 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 Clause 1703 Ordinary K.M. stone (precast) [RA-24]
145Reinforced cement concrete M15 grade 5th 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 Clause 1703 [RA-24]
146Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [RA-24]
147Providing and fixing ofReference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
148Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
149Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Junction Board [RA-25]
150Providing 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. [RA-17]
151Hazard Markers
152Delineators
153Warning Signs
154Stop Sign (900mm Octagonal)
155Chevron Signs
156Mandatory Signs 600 mm
157Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. [RA-20]
158Providing and fixing of reflective typical PMGSY Maintenance sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
159Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-18]
160Providing & fixingof typical PMGSY Citizen"s information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26]
161Providing 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.[RA-21]
162Providing 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.[RA-27]
163Earthworkinexcavationoffoundationofstructures
164PCC Grade M15
165RCC pipe NP3 1000mm dia
166Providing and fixing of precast RCC Guard Stone in M20( 1;2:4 )
167Providing and laying rubble for stone pitching (each stone weighting not less than 40Kg.)
168Cement concrete mix 1:3:6
169Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:3)
170Cement concrete mix 1:1.5:3 Coping
171Making provision for weep holes
172Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
173Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
174Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
175Drain covers(R.C.C. M-25 )
176HYSD Bar in R.C.C. work
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