|
| 1 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sides lopes, in accordance with requirements of lines, grades and cross sections, and ransporting to the embankment location with in all lifts and lead upto1000m (including all taxes, labour cess etc but excluding GST.) |
| 2 | Construction of embankment with excavated quantity of earth from roadway, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(compaction only) (including all taxes, labour cess etc but excluding GST.) |
| 3 | 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 95% proctor density requirement of table No.300-2 MORTH specification no. 305 (Lead2Km) (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 | 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 all taxes, labour cess etc but excluding GST.) |
| 6 | 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, Labour cess etc but Excluding Bitumen & GST.) |
| 7 | Providing and applying tack coat1st with VG.-10 using emulsion pressure distribut or attherate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.) |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 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, Labour cess etc but Excluding Bitumen & GST.) |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-10) @ 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. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.) |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 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. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.) |
| 11 | Providing and laying bituminous concrete with 100 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-40)@ 5.4 percent of mix and filler,transporting the hot mix to work site, laying with hydostatic paver finisher with sensor control to the required grade, level and aligmnment rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.) |
| 12 | Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits ( lead 2.00 Km.) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead). (including all taxes, labour cess etc but excluding GST.) |
| 13 | 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.) |
| 14 | 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.) |
| 15 | 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.) |
| 16 | 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.) |
| 17 | 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.) |
| 18 | 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.) |
| 19 | 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.) |
| 20 | Providing and laying of R.C.C. Hume pipe NP-3 900 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 21 | 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.) |
| 22 | Struck Cement Pointing with cement mortar 1:2 SI No. 574 (including all taxes, labour cess etc but excluding GST.) |
| 23 | RCC Grade M20 using batching plant transit mixer & manual placing (including all taxes, labour cess etc but excluding GST.) |
| 24 | Applying one coat of white cement over new surface including rubbing with sand paper including all materials T&P etc. required for proper completion of the work. NBO 18.52 (including all taxes, labour cess etc but excluding GST.) |
| 25 | Supply & Erection of built up overhead structure 12.00 M to 15.00M span comprising of three vertical post of 6.00 M high made up of 300 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 40 mm . N.B. made havey class main pipe as of 25 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 0.75x0.75M & 1.2 M deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge (including all taxes, labour cess etc but excluding GST.) |
| 26 | 6 M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction of built up Cantilever Structure 6m 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 10mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. piPe ANdMM DIA HEAVY MS 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 synthentic enamel plant. the work includes construction of RCC Foundation of size 0.90x0.90x1.50m 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 concrete 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 Raes 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. MoRTH-802 (including all taxes, labour cess etc but excluding GST.) |
| 27 | Direction and Place Identification signs with size more tha 0.9 sqm size board. -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 removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from internatinal/Government laboratory/institue 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 yer of launching of product by the manufacture in abroad, Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirments from a reputed labouratory in india can be accepted provisionally. in such a stituation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment 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-B01.3.7 sheet fixed over aluminium sheeting 3mm thick with area exceeding 0.9 sqm. Morth -801 (8.6) (including all taxes, labour cess etc but excluding GST.) |
| 28 | Road Marking with Hot Applied Thermoplastic Compund with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compund 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. Morth-803 (8.13) (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 | 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.) |
| 32 | Reinforced cement concrete M-15 grade Hectmeter 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.) |
| 33 | 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 2m 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 (including all taxes, labour cess etc but excluding GST.) |
| 34 | Providing and Laying of Rubber moulded (Red colour) Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. SOR NS-1 (including all taxes, labour cess etc but excluding GST.) |
| 35 | Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. SOR NS-2 (including all taxes, labour cess etc but excluding GST.) |
| 36 | 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. |
| 37 | The routine Maintainance Pachatiya se Kuttupur tiraha hote hue Saraikhwaja Ring road tak marg ke 4-Lane me 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 |
| 38 | The routine Maintainance Pachatiya se Kuttupur tiraha hote hue Saraikhwaja Ring road tak marg ke 4-Lane me 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 |
| 39 | The routine Maintainance Pachatiya se Kuttupur tiraha hote hue Saraikhwaja Ring road tak marg ke 4-Lane me 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 |
| 40 | The routine Maintainance Pachatiya se Kuttupur tiraha hote hue Saraikhwaja Ring road tak marg ke 4-Lane me 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 |
| 41 | The routine Maintainance Pachatiya se Kuttupur tiraha hote hue Saraikhwaja Ring road tak marg ke 4-Lane me 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 |
