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| 1 | 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 |
| 2 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 4 | 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 0.70to 1.00 kg/sqm using mechanical means. |
| 5 | Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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. |
| 6 | Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. |
| 7 | 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 |
| 8 | 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 |
| 9 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 10 | Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes. |
| 11 | Dirctiona and place Identification signs up to 0.90 sqm sige Board Providing and erecting direction and place identification retro-reflectorised as per -67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a cerficate of having the sheeting tested for coefficient of bretro reflicetion day time colour and luminance , shrinkage flexibility sheeting tested for vcoefficient of retro reflection , day time colour and fungus resistance , 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained 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 as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . complete. LKO SOR-2020 Page No. 57 Item No.-19 |
| 12 | Retro-refiectorised Traffic sign as per IRC-67-2012 providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-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 iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained 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 as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (1) 90cm equilateral trengle with difrent plenth size (20cmx60cm). LKO SOR-2020 Page No. 57 Item No.-18(i) |
| 13 | Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-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 iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained 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 as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender. (x) 30x90cm (left/Right) object hazard. LKO SOR-2020 Page No. 57 Item No.-18(x) |
| 14 | Retro-refiectorised Traffic sign as per IRC-67-2012providingand fixing of retro-refleectorised cautionary, mandatory and informatory sign as per IRC-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 iron post 75 mm x 75 mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x45cm x60cm,60 cm belowground leave as per approved drawing . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coeffcient of reflection day time colour and luminance shnnkage fiexibility, liner removal adhesion impact resistance, specular gloss and fungus resistance, 3 years out door weathering and its having passed these tests shall be obtained from international/ government Laboratory /Institute by the manufacturar of the sheeting and in case the certificate is oblained 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 as tm specifcation (D 4956-09) on artificial accelerated weathering requirments from a reputed laborratory in india can be accepted provisionnally in such 2 sifuation , the Employer /client ,if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeling the requlrement of three years outdoor weathering of the sheeling as per IRC 67:2012: Legends, letters, numerals and bord etc should be as per morthspecification No-801.3.7 proof of the same in from of govermment report shall be uploaded while quoting tender.. 60cmx60cm square with diffinitation plate (20cmx60cm). LKO SOR-2020 Page No. 57 Item No.-18(iv) |
| 15 | Supply & Fixing of Retro Reflective Tree Plate having size 15cm x 15cm cons/sting Typoe Xi Retro ReflectiveSheeting Fixed over 1.50 mm thick aluminum sheet including labour, Materal T&P etc for proper completion of the work The rate shall include all Materinals, lobour, T&P, transportation installation and incldentais all complete as per direction of the Engineer-in-Charge. LKO SOR-2020 Page No. 58 Item No.-4 |
| 16 | Supply and Installation of Delinator (road way indicators. Hazard markers, object marker) 1.2m long and 100 mm x 50mm, painted black colour and Red, white and Yellow strips of 60 cm continuous strip in two side reflcetorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 Complete in all respect. For Both side reflectorized panel. LKO SOR-2020 Page No. 54 Item No.-1 |
| 17 | \"Solar Power road marker (Solar Studs)The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white, red, yellow, green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its shouldbe able to give the prescribed performance in the temperrature range of 40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge.\" |
| 18 | \"MORTH-801 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801.3. fixed over aluminium sheeting 15 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. 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 Govemment 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 (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 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. Legends, letters numerals and borders 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.\" i) 50X60 cm Single chevron |
| 19 | \"MORTH-801 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801.3. fixed over aluminium sheeting 15 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing. 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 Govemment 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 (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 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. Legends, letters numerals and borders 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.\"ii) 30X90 Cm object Hazard |
| 20 | 12 m-15 m Span Over Head Structure with 300 dia M S - two vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span conprising of two vertical| posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical mernber welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy MS plpe as bracing & 10 mm MS plate at bottom for |fdng to vertical post as per structure design & drawing with one of steel primer and two Coats of Synthetic enamel plant. The work incudes construction of RCC Foundation of size 0.90x0.90x1.50 mof 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 Grade or |Concrete RCC M-25 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 specificationSeclon o00 and IRC 67 upto date complete in all respect. The Rates shall include cost of design. tabrication, supply, , Local shifing Erection of Signage structure using crane, inclusve es ec. al T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. |
| 21 | Supply and fixing of Retro reflective sign with a corr0sion rasistamce 4mm thick aluminium composit pannel face to be fully coverd with high instensity prismatic sheeting type IV as per irc 67:2010 retroreflective sheeting with ms angle frame etc complete |
| 22 | M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts ofl 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 MS plate at bottom. The horizontal Truss shall, comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom forl fixing to vertical post as per structure design & drawing with one of steel primer and two cóats ofl 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 grade ofConcrete RCC - M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per lateral vertical 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 upto date 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. |
| 23 | M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts ofl 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 MS plate at bottom. The horizontal Truss shall, comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom forl fixing to vertical post as per structure design & drawing with one of steel primer and two cóats ofl 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 grade ofConcrete RCC - M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per lateral vertical 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 upto date 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. |
| 24 | Type A, :Metai Beam Crash Barter Pronsing nd erectrg a v metal beam cash barrer comprising đ 3 mm hick comugated sheemetal team rad, 70 cm above rcadorourd level, xed on 1S1C series channel verticat post, 15O x 75 *3 mn spsces 2 m centre to centre. 1.8 m high 1.1 m below groundtcad levol, al steet parts and emerds to be gtanésed by hat p procss, al fatngs to contorn to IS:1367 and IS:1364, metal beamrai to ba foed c the vertica past wth a spacer of charnet section 150 x 7S x S mm, 330 mm ong corrplete as per ciause 810. LKO SOR-2020 Page No. 59 Item No.-27 |
