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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 (including all taxes, labour cess etc but excluding GST.) |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting:- 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. (including all taxes, labour cess etc but excluding GST.) |
| 3 | Construction of Embankment with Material obtained from Right of way:-Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all taxes, labour cess etc but excluding GST.) |
| 4 | 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 (including all taxes, labour cess etc but excluding GST.) |
| 5 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (including all taxes, labour cess etc but excluding GST.) |
| 6 | 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. (Including cost of material, Bitumen & Labour cess etc but Excluding GST.) |
| 7 | Providing and applying primer coat with SS2 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. (Including cost of material, Bitumen & Labour cess etc but Excluding GST.) |
| 8 | 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 VG-30 @ 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. (Including cost of material, Bitumen & Labour cess etc but Excluding GST.) |
| 9 | 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. (Including cost of material, Bitumen & Labour cess etc but Excluding GST.) |
| 10 | Providing and laying bituminous concrete Grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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. (Including cost of material, Bitumen & Labour cess etc but Excluding GST.) |
| 11 | Construction of sub-grade and earthen shoulders with approved material obtained from row with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (including all taxes, labour cess etc but excluding GST.) |
| 12 | Reinforced cement concrete M-15 grade Kilometer stone of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including all taxes, labour cess etc but excluding GST.) |
| 13 | Reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including all taxes, labour cess etc but excluding GST.) |
| 14 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORTH Sr.No. 13.10 and 710.1.4.of IRC:78 and 2200 (including all taxes, labour cess etc but excluding GST.) |
| 15 | Plain cement concrete 1:3:6 with crushed stone nominal mix in foundation aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. (including all taxes, labour cess etc but excluding GST.) |
| 16 | RCC Grade M30 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.9 Case-II and specification No.1500, 1700, 2100 (including all taxes, labour cess etc but excluding GST.) |
| 17 | Supplying, fitting and placing HYSD reinforcement complete in sub-structure drawing as per and Technical Specification As per MORTH Sr.No. 12.40 and Specification No. 1600 (including all taxes, labour cess etc but excluding GST.) |
| 18 | Plain cement concrete in open foundation complete and as per drawing technical specifications. (M- 15) As per MORTH Sr.No. 12.8 and Specification No. 1500, 1700 & (including all taxes, labour cess etc but excluding GST.) |
| 19 | Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 15.4 and Specification No. 2504 (including all taxes, labour cess etc but excluding GST.) |
| 20 | Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200 (including all taxes, labour cess etc but excluding GST.) |
| 21 | Providing and laying of R.C.C. Hume pipe NP-3 450 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 22 | Providing and laying of R.C.C. Hume pipe NP-3 600 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 23 | Providing and laying of R.C.C. Hume pipe NP-3 900 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 24 | 1st class brick work with M-15 brick with cement & fine sand of 1.25FM. in 1:4 S.I.No 305B (including all taxes, labour cess etc but excluding GST.) |
| 25 | Struck Cement Pointing with cement mortar 1:2 SI No. 574 (including all taxes, labour cess etc but excluding GST.) |
| 26 | RCC Grade M20 using batching plant transit mixer & manual placing (including all taxes, labour cess etc but excluding GST.) |
| 27 | Road Marking with hot applied Thermoplastic reflectorising Glass Beads on Butumunous Surface (including all taxes, labour cess etc but excluding GST.) |
| 28 | Providing and laying of hot applied thermoplastic compound 5mm thick including refectorising glass beads@500 gms per sqm area.thickness of 5mm is excludive of surface applied glass beads as per IRC-35-2015 the finished surface to be level, uniform and free from streaks and holes. Morth-803 (8.13) base (including all taxes, labour cess etc but excluding GST.) |
| 29 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and dixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrence Acrylonitrite) or HIPS (Hi- impact Polystyrene) of acrylonitrile butadiness styrence (ABS). The marker shall upported a load of 1335 kg tested in accordace with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prosmatic cubes of providing total internal reflection of the light entering the lens face Retro reflecting surface shall preferably be base and area of each retro-reflecting surface shall not be less than 13.00 sqcm road studs shall be legibly marked with name trade mark or other means of indenfification of the manufacturer. Dimensions of road studs should not be less than 100mmx100mmx10mm. (RPM (With shank) as per ASTM (including all taxes, labour cess etc but excluding GST.) |
| 30 | Supplying and Instalation of Delinators (road way indicators, hazard markers, object marker) 80-100cm, high above ground level, painted black and white in 15cm, wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. (including all taxes, labour cess etc but excluding GST.) |
| 31 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90cm high Octangon (On Village link roads- for Stop Sign Caution Board) (including all taxes, labour cess etc but excluding GST.) |
| 32 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (School Board 60cm equilateral tringle). (including all taxes, labour cess etc but excluding GST.) |
| 33 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Village Board 80x60cm) (including all taxes, labour cess etc but excluding GST.) |
| 34 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Speed Limit Board 60cm Circular) (including all taxes, labour cess etc but excluding GST.) |
| 35 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Hazard Board 30x90cm). (including all taxes, labour cess etc but excluding GST.) |
| 36 | 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 comprising of three 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 S.B) RCC with 1:2:4 (cement, coarse sand and 20 mm stone grit) 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 2010 complete in all respect. (including all taxes, labour cess etc but excluding GST.) |
| 37 | Providing and fixing retro- reflectorised signs with 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 intendity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeling with back frame MS angle of 35x35x5 mm Legends letters nuberals 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 fro adhesion to a smooth clean surface in a manner recommended by the sheelting 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 D 4956-09 shall be Pressure fixed the retro reflecitve sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection day time coluor and luminance shrinkage flexiblity liner removal adhesion impact resistance specular gloss and fungus resistance 3 years sutdoor weathering and its having passed these tests ahall be obtained from international Govermment Laboratory institute by the manufacture of the sheeting and in case the certificate is obtained from international condition it should also be obiained form 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 form 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 Reprot shall be uploaded which quoting tender. the rate shall include all materials labour T&P transprotation installation and incidentals all complete as per direction of the Engineer - in -Charge.(including all taxes, labour cess etc but excluding GST.) |
| 38 | PART BMaintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 3689COPRMC/Mul-23-24 Date 17-02-2024 Maintainance cost will adjusted as per final cost of construction and will be paid accordingly. |
| 39 | The routine Maintainance Khetasarai-Khuthan (ODR) ke Chaudikaran and Sudhrikaran ka karya. including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 1st Year maintenance Cost |
| 40 | The routine Maintainance Khetasarai-Khuthan (ODR) ke Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 2nd Year maintenance Cost |
| 41 | The routine Maintainance Khetasarai-Khuthan (ODR) ke Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 3rd Year maintenance Cost |
| 42 | The routine Maintainance Khetasarai-Khuthan (ODR) ke Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 4th Year maintenance Cost |
| 43 | The routine Maintainance Khetasarai-Khuthan (ODR) ke Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 5th Year maintenance Cost Please Enable Macros to View BoQ information |
