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| Sl. No. | Item Description |
| 1 | EARTHWORKS IN EMBANKMENTS BY TRANSPORTED EARTH 1) Earthwork in embankment by power transported earth with a lead up to 18km including excavation, loading, unloading cartage, royalty. mechanical compaction (up to 98.5% OMC), dressing and all lifts complete a) in all types of Soil-Borrow Area. PSR-1 |
| 2 | Turfing with 8cm thick humus with grass (chappa) on slope of embankment including watering and lead of 1 km. OLD DSR- 36.03 |
| 3 | LAYING GEO TEXTILE BELOW STONE PITCHING 3.3) Providing geotextile sheet made of 240 GSM woven multi filament polypropelene yarn as filter material over embankment slopes below pitching including cost of material, labour. T&P, cic complete. PSR-3.3 |
| 4 | Construction of Chute Drain including all as per technical specification As per Drawing or Directed by Engineer Incharge including cost of material, labour, T&P\", etc complete b) M-20 grade in Drainage chutes (0.251 Cum/Lm). |
| 5 | CHUTE DRAINCHUTE DRAIN Construction of Chute Drain including all as per technical specification As per Drawing or Directed by Engineer In charge including cost of material, labour, T&P, etc complete( CHUTE DRAIN) a) M-15 grade in Foundation of Drainage chutes (0.09 Cum/Lm) |
| 6 | BILL NO. 3.1 -STONE PITCHING ON RIVER SIDE SLOPE OF EMBANKMENT 3.1)Providing and laying Pitching with stones weighing 40-60kg on slopes laid over prepared surface over embankment slope complete as per Cum drawing and Technical specifications 2504 including cost of material,labor, T&P, etc complete. |
| 7 | BOUNDARY STONES Providing Boundary Stones @ every 30m along alignment |
| 8 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. DSR - 2020 (Horticulture)- 2.28.1 |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement., All works above plinth and upto floor V level :, Concrete of M-15 grade with minimum cement content of 240 kg/cum.DSR 2023- 4.20.2.2 |
| 10 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR 2023- 5.33.1.1 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 2023- 5.35 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform. DSR 2023- 5.9.3 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for :, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 2023- 5.9.2 |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR 2023- 5.33.2.1 |
| 16 | Wall painting with plastic emulsion paint of approved brand and no-manufacture to give an even shade: two or more coats on new work (Ist quality (Royal, Silk) Asian / Berger. PSR/ch-15 item no-24 |
| 17 | Painting or vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labor and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103 1950 Same as in item 641 above but for every coat after 1s coat Details of cost for 650 sft. PSR/ch-15 item no-1&2 |
| 18 | Plant Mix Method 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. DSR 2023- 4.01.401 (A) |
| 19 | Wet Mix Macadam (Plant Mix Method) 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 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 achive the desired density. DSR 2023- 4.14.406(B) |
| 20 | Tack Coat on Bituminous Surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. DSR 2023- 5.02.503(i) |
| 21 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. DSR 2023- 5.02.503(ii) |
| 22 | Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects. DSR 2023- 5.04.505(B) |
| 23 | Bituminous Concrete Grading -II (Using waste plastic) 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 percent 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 MORT&H specification clause No. 507 complete in all respects. DSR 2023- 5.05.5.19(B) |
| 24 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 2023- 16.62 |
| 25 | construction of subgrade and earthen shoulder 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 no 300-2. Mor 305/3.16 |
| 26 | providing and erecting \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70cm above road/ ground level, fixed on ISMC series channel vertical post, 150X75X5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/ road level, all steel part and fitments to be galvanized 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 150X75X5 mm 330 mm long complete as per clause 811. |
| 27 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. PSR/ch-15 item no-30 |
| 28 | Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have an ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 up to date and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 up to date & Proof of the same Report shall be uploaded with 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. |
| 29 | Providing and laying of hot applied thermoplastic compound 5 mm 2 thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35 up to date. The finished surface to be level, uniform and free from streaks and holes. Free from streaks and holes and shall comply with requirements as per Table 800-9 of (MORTH SPECIFICATION) Thermoplastic Material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight Luminance shall be AASHTO M 249 for white 450-65% min and for yellow 45% min. Drying time not more than 15 minutes, skin resistance not less than 45 as per BS-6044, material shall show no cracks on application to concrete blocks at Low Temperature, softening point 102.50C ± 9.50C as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. Container of the thermoplastic material shall be clearly and indelibly marked with Name, Trade mark or other means of identification of manufacturer, Batch No., Date of manufacturer, Color, Maximum application temperature and maximum safe heating temperature. Glass beads shall meet the gradation requirement as per Table 800-10 of MORTH SPECIFICATION. The Glass beads shall have a minimum Reflective Index of 1.5 and 70% Roundeess. The Pavement Temperature shall not be less than 100C during application of Hot thermoplastic paint. The Contractor shall furnish to the Engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirement of specification. |
| 30 | Supply and fixing of raised pavement marker 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. |
| 31 | Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability \"and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it should be on both the faces whereby providing maximum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square. Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 32 | Supply & fixing of Acrylic Reflector Traffic Delineator System (AFT) Complete |
| 33 | Supply & fixing of Bollard made (Single Side) out of 2mm thick alluminium sheet face to be covered with high intensity prismatic grade type IV sheeting, Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Welded poly shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 x 35 x 5 mm angle iron and from side is fully cover with PCC M-25 grade of concrete. (size of foundation 0.45x0.45x0.60m). |
| 34 | Supplying of Solar Raised Pavement Markers made polycarbonate molded body with circular shape solar powered LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 macroamperes at 2.4 V In sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. |
| 35 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (viii) 50X60 cm single chevron. SOR ch-26 SL No-18(viii) |
| 36 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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) 60 cm equilateral tringle with definition plate (20cm X 60cm). SOR ch-26 SL No-18(ii) |
| 37 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (iii)60 cm Circular with definition plate (20cm X 60cm). SOR ch-26 SL No-18(iii) |
| 38 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (iv) 80 mm x 60 mm rectangular with definition plate (20cm x 60cm). SOR ch-26 SL No-18(iv) |
| 39 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 vi) 60 cm x 60 cm square with definition plate (20cm X 60cm). SOR ch-26 SL No-18(vi) |
| 40 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (ix) 50X60 cm Double faced single chevron. SOR ch-26 SL No-18(ix) |
| 41 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (x) 155X60 cm Double chevron. SOR ch-26 SL No-18(x) |
| 42 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (xii) 45X90 cm two way Object Hazard. SOR ch-26 SL No-18(xii) |
| 43 | 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 aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time color and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (1) 90 cm equilateral tringle with definition plate size (20cm X 60cm). SOR ch-26 SL No-18(i) |
| 44 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (xi) 30X90 cm (Left/Right) Object Hazard. SOR ch-26 SL No-18(xi) |
| 45 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 (v) 60 mm x 45 mm rectangular with definition plate (20cm X 60cm) SOR ch-26 SL No-18(v) |
| 46 | Providing and erecting direction and place identification retiny 2 reflectonised sign as per IRC-67 upto date 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 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 (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 upto date. Legends letters, numerals and borders 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 mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with PCC M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing, complete. SOR ch-26 SL No-19 |
| 47 | Providing & foxing of reflective signs with a corrosion resistant 4 mm thick with 2 panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67 up to date retro reflective sheeting with back frame MS angle of 35x35x5 mm and size of foundation (0.45x0.45x0.60)m with PCC M-25 grade of concrete Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 The sheeting shall have a pressure adhesive of the aggressive tack type requiring no heat, solvent other sensitive 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 IV 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 color 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 (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 upto date & 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. SOR ch-26 SL No-10 |
| 48 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 upto date The finished surface to be level, uniform and free from streaks and holes. Material shall be tree from all skins, dirt and foreign objects and shall comply with requirements as per Table 800-9 of (MORTH SPECIFICATION) Thermoplastic Material when tested in accordance with ASTM D36/BS-3262-(Part 1) daylight Luminance shall be AASHTO M 249 for white 450-65% min. and for yellow 45% min. Drying time not more than 15 minutes, skin resistance not less than 45 as per BS-6044, material shall show no cracks on application to concrete blocks at Low Temperature. softening point 102.50C ± 9.50C as per ASTM D36 and yellowness index for white thermoplastic paint not more than 0.12 as per AASHTO M 249. Container of the thermoplastic material shall be clearly and indelibly marked with Name, Trade mark or other means of identification of manufacturer, Batch No., Date of manufacturer, Color, Maximum application temperature and maximum safe heating temperature. Glass beads shall meet the gradation requirement as per Table 800-10 of MORTH SPECIFICATION. The Glass beads shall have a minimum Reflective Index of 1.5 and 70% Roundness. The Pavement Temperature shall not be less than 100C during application of Hot thermoplastic paint. The Contractor shall furnish to the Engineer a copy of certified test reports from the manufacturer of the thermoplastic material/glass beads showing results of all test specified in MORTH SPECIFICATION and shall certify that the material meet all requirement of specification. SOR ch-26 SI No-2 |
| 49 | providing and fixing of retro-reflectorised cautionary, mandatoryand Informatory sign as per IRC 67-2012 made of high intensity grade sheeting type-IV vide clause 801 3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx8mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm 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 retroreflection, day time colour and luminance, shrinkage, flexibility, 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 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 out door weathering of the sheeting as per IRC67:2012 Legends, letters, numerais and border set 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 vii) 90 cm high octagon. SOR ch-26 SL No-18(vii) Please Enable Macros to View BoQ information |
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