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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 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. |
| 3 | Construction of embankment with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. without lead. |
| 4 | Scrapping of old painted surface including of all cost labour, T&P and disposal of scrapped material. |
| 5 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (WMM) |
| 7 | Providing and laying prime coat with bitumin emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 Kg/ Sqm. using mechanical means as per Technical specification clause 502(1). |
| 8 | Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. |
| 9 | Providing and laying tack coat with bitumen VG-10 using emulsion distributer at the rate of 0.20 Kg / Sqm. on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause no. 503 (I) |
| 10 | Providing and laying bituminous concrete (Grade-2) 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 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. 509 complete in all respects |
| 11 | 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 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.Rate As per SOR |
| 12 | Plain cement concrete 1:3:6 (M-10) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 13 | Plain/Reinforced Cement Concrete (RCC M-20) in Open Foundation complete as per Drawing and Technical Specifications. |
| 14 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. |
| 15 | 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 |
| 16 | M-150 brick in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools & plants, etc required for proper completion of the work. as per MORTH Specification. |
| 17 | Providing and laying 900 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 18 | Providing and laying 600 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 19 | Providing and laying 450 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 20 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulous including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. SI |
| 21 | Providing & Fixing of Hectometer Stone complete as per drawing and Technical Specifications 8.14 (III) |
| 22 | Providing & Fixing of Kilometer Stone complete as per drawing and Technical Specifications 8.14 (II) |
| 23 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: P/L hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exculusive of suraface applied gllass beads as per IRC:35-2015 the finished surface to be level uniform and free from from streaks and holes. |
| 24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated / Tranvers bar) P/L hot applied thermoplastic compund 5 mm thick including reflectionsing glass beads @ 500 gms per sqm area thickness of 5 mm is exculusive of suraface applied gllass beads as per IRC:35-2015 the finished surface to be level uniform and free from from streaks and holes. |
| 25 | Direction of Place identification sign with size more than 0.9 sqm size board providing & irecting direction & place identification reflectorised sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 2 mmthick area exceeding 0.90 Sqm supported on a mils steel angle iron post 75 mm x 75mm x 6mm 2 no. Firmly fixed to the ground by means of property designed foundation with M 15 grade cement concreate 45 cm x 60cm, below ground level as per approved drawing with 7 years warranty . Rate include desing fabrication supply transportation and errection of the sign board and slso inclusive of all taxes royallty etc. All T&P Machine material and labour required for proper comletion of work. Note. The composite warranty jointly singed by original manufacturer & authorise converter of at least 7 years shall be furnised on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. Si no new item 3(i) ch, 27.1/C all cess labour cess levy toll free contractor profit but excluding GST. |
| 26 | 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 conceated 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 lan 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 and ASTM D4956 which would ensure to obtaini 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 colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years.outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 27 | STOP SIGNS Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 28 | SPEED LIMIT Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 29 | VILLAGE SIGN BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 30 | T-BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 31 | TRAFFIC SIGNS- HAZARD MARKER Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium soling. 1.5 mm thick supported on a mild steel angle iorn post 75 mm x75 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 32 | Supply of Laying of pavement marker (cat eye) of 3m or avery Dennission company at S.V. name of poly carbonate with electrically welded promate retroreflective lension both side for maximum retro reflective in wet and dry condition with 3 m bitumin adheshive B.T.- 69 |
| 33 | 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. |
| 34 | 1st year- maintainance cost 0% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 35 | 2nd year- maintainance cost 0.25% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 36 | 3rd year- maintainance cost 0.50 % on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 37 | 4th year- maintainance cost 0.75% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 38 | 5th year- maintainance cost 1.00 % on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) Please Enable Macros to View BoQ information |