Widening and strengthening of Deoria-Kasia road (SH-79) in 4-lane from chainage 1.600 to 33.100 in Dist Deoria

Part A (Civil Work) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Reference to MORT&H Specification 201 Sr No 2.03((iii) (Excluding GST)

Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Reference to MORT&H Specification 2.1 Sr No 2.1((iii) (Excluding GST)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (a) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (b) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST)

Construction 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 table 300-2. Reference to MORT&H Specification 305 Sr No 3.17 (Excluding GST)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Reference to MORT&H Specification 305 Sr No 3.16 (Excluding GST)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Reference to MORT&H Specification 305 Sr No 3.18 (Excluding GST)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)A (Excluding GST)

Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)B (Excluding GST)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Only Laying cost for Using reclaimed granular material) Reference to MORT&H Specification 401 Sr No 4.01B (Excluding GST)

Construction of granular sub-base Grade III by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Reference to MORT&H Specification 401 Sr No 4.01B(iii) (Excluding GST)

Construction of granular sub-base Grade I by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Reference to MORT&H Specification 401 Sr No 4.01B(i) (Excluding GST)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Reference to MORT&H Specification 405 Sr No 4.14B (Excluding GST)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Reference to MORT&H Specification 502 Sr No 5.01A (Excluding GST)

Providing and laying dense graded bituminous macadam (Grade 1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Reference to MORT&H Specification 505 Sr No 5.04A (Excluding GST)

Providing and applying tack coat (for DBM Grade 2) with bitumen VG-10 using betumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Reference to MORT&H Specification 503 Sr No 5.02(i) (Excluding GST)

Providing and laying dense graded bituminous macadam (Grade 2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Reference to MORT&H Specification 505 Sr No 5.04B (Excluding GST)

Providing and applying tack coat (for BC) with bitumen VG-10 using betumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Reference to MORT&H Specification 503 Sr No 5.02(i) (Excluding GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Reference to MORT&H Specification 507 Sr No 5.05B (Excluding GST)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Reference to MORT&H Specification 409 Sr No 8.01 (i&ii) (Excluding GST)

Provision of an Reinforced cement concrete new jersey crash barrier at the median, constructed Reinforced Cement Concrete with HYSD reinforcement conforming MoRTH specification and as per details given IRC:119(Fig.-26) including dowel bars 25 mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locations directed by the Engineer, all as specified Reference to MORT&H Specification 811 Sr No 8.22 (Excluding GST)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Reinforced cement concrete grade M-20 & above work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Reference to MORT&H Specification 202 Sr No 2.04 IIB (Excluding GST)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Brick masonary work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Reference to MORT&H Specification 202 Sr No 2.04 IIA (Excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Reference to MORT&H Specification 304 Sr No 9.01B(i) (Excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Reference to MORT&H Specification 304 Sr No 15.01(i) (Excluding GST)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Reference to MORT&H Specification 2100 Sr No 9.03 (Excluding GST)

Brick Masonry Work in Cement Mortar 1:3 in Foundation/Sub-structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Reference to MORT&H Specification 1300 & 2200 Sr No 13.01 (Excluding GST)

Laying 1000 mm dia Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . Reference to MORT&H Specification 2900 Sr No 9.04 (Excluding GST)

Struct cement pointing with 1:3 cement and course sand including all taxes ,royalty , and including supply of all martial , labour T&P etc required for proper completion of work as per direction of E/I . Reference to MORT&H Specification 1300 & 2200 Sr No 13.01 (Excluding GST)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Reference to MORT&H Specification 1301 & 2200 Sr No 13.03 (Excluding GST)

Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1500, 1700 & 2100 Sr No 15.11A Case I (Excluding GST)

Plain Cement Concrete M-20 in Open Foundation complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1500, 1700 & 2100 Sr No 15.11B Case I (Excluding GST)

Reinforced Cement Concrete M-25 in Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1500, 1700 & 2100 Sr No 15.12B (Excluding GST)

Reinforced Cement Concrete M-30 in Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1500, 1700 & 2100 Sr No 15.12C (Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No 15.13 (Excluding GST)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No 15.18 (Excluding GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Reference to MORT&H Specification 2706&2200 Sr No 15.14 (Excluding GST)

Drainage Spouts complete as per drawing and Technical specification Reference to MORT&H Specification 2705 Sr No 15.17 (Excluding GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification 710.1.4.of IRC:78 & 2200 Sr No 15.23A (Excluding GST)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Reference to MORT&H Specification 2503 Sr No 16.01 (Excluding GST)

Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Reference to MORT&H Specification 804 Sr No 18.14(i) (Excluding GST)

Reinforced cement concrete M15 grade Ordinary kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Reference to MORT&H Specification 804 Sr No 18.14(ii) (Excluding GST)

Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC:8, fixing in position including painting and printing etc Reference to MORT&H Specification 804 Sr No 18.14(iii) (Excluding GST)

Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median Reference to MORT&H Specification 803 Sr No 8.08 (Excluding GST)

Part B (Road Sefty Work) 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. Reference to MORT&H Specification 803 Sr No 8.13 (Excluding GST)

Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. Reference to MORT&H Specification 803 Sr No 8.13 (Excluding GST)

Supply and fixing of raised pavement marker (Cat Eyes) with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge RPM (with shank) Reference to MORT&H Specification 804 Sr No 8.35 (Excluding GST)

Providing and fixing of retro-reflectorised cautionary sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45 cmx60 cm, 60 cm below ground level as per approved drawing.The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) . Reference to MORT&H Specification 801 Sr No 8.4 (Excluding GST)

Providing and fixing of retro-reflectorised stop sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45 cmx60 cm, 60 cm below ground level as per approved drawing.The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 90 cm high octagon with diffinitation plate (20cm X 60cm) . 90 cm high octagon with diffinitation plate (20cm X 60cm) . Reference to MORT&H Specification 801 Sr No 8.4 (Excluding GST)

Providing and fixing of retro-reflectorised mandatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45 cmx60 cm, 60 cm below ground level as per approved drawing.The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 90 cm Circular with diffinitation plate (20cm X 60cm) . Reference to MORT&H Specification 801 Sr No 8.4 (Excluding GST)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and in case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years of launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Sheet fixed over aluminium sheeting ,2 mm thick with area exceeding 0.9 sqm.Supported on a miled steel double angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm.,below ground level as per approved drawing, complete. Reference to MORT&H Specification 801 Sr No 8.5 (Excluding GST)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Sheet fixed over aluminium sheeting ,2 mm thick with area not exceeding 0.9 sqm.Supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm.,below ground level as per approved drawing, complete. Reference to MORT&H Specification 801 Sr No 8.5 (Excluding GST)

Providing and fixing of retro-reflectorised Object hazard markers (300mmx900) as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45 cmx60 cm, 60 cm below ground level as per approved drawing.. The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Reference to MORT&H Specification 801 Sr No 8.5 (Excluding GST)

Providing and fixing of retro-reflectorised Two way hazard markers (450mmx900) as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45 cmx60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Reference to MORT&H Specification 801 Sr No 8.5 (Excluding GST)

Providing and fixing of retro-reflectorised Single Chevron (500mmx600mm) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips. Fitted with 80x100mm rectangular or 75 mm dia cicular refiectionorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing.The retro reflective sheeting shall be tested for acertificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion, impact resistance, specular gloss and fungus resistance, 3 year outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturerof the sheeting and case the certificate is obtained from international condition , it should be also be obtained from Indian condition within 3 years launching of product by th manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in indian can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance gaurantee wich would be released after receipt of certificate meeting th requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and border etc should be as per MoRTH specification No 801.3.7. Reference to MORT&H Specification 801 Sr No 8.5 (Excluding GST)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Reference to MORT&H Specification 810 Sr No 8.23 (Excluding GST)

Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast.and RCC-M25 grade cocrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. Reference to MORT&H Specification 802 (Excluding GST)

Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge gauge stone ballast ) and RCC M-25 cement cocrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. Reference to MORT&H Specification 802 (Excluding GST)

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type XI as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 .The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat , solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type XI Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge Reference to MORT&H Specification 801 (Excluding GST)

Maintenance of Constructed Road for next Five Year after completion of work Shall be paid as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099-113/2023 लोक निर्माण अनुभाग- 1दिनांक 16.01.2024 एवं कार्यालय प्रमुख अभियन्‍ता यातायात वर्ग लो०नि०वि० लखनऊ का पत्रांक-3689-ओ०पी०आर०एम०सी०/मूल-23-24 दिनांक 17.02.2024 Payment Shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid Extra as applicable.) 1st Year Maintenance cost total construction of cost item No. 1 to 59 Rs. ___________________ @ Zero Percent & for 2nd year @ 0.25%

Same as item no. 60 but Maintenance Charge for Third Year@ 0.50%

Same as item no. 60 but Maintenance Charge for Fourth Year@ 0.75 %

Same as item no. 60 but Maintenance Charge for Fifth Year@ 1%

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