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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | 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 |
| 3 | 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. |
| 4 | 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 requirement of table 300-2. |
| 5 | Construction of granular sub-base by providing granular 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 (By Mix in Place Method) |
| 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 (As Per Clause 406-4.14) |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means. As per MORT&H Clause 502- 5.01 |
| 8 | Providing and laying dense graded bituminous macadam 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 ahydrostatic 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. |
| 9 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503 |
| 10 | 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 MORTH specificationclause No. 507 complete in all respects |
| 11 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. |
| 12 | Construction of sub grade and earthen shoulders with approved materials obtained from boorrow pits with all lifts & leads, transporting to site, spreading, grading to required slop and compacted to meet requirement of table No. 300-2 Patri |
| 13 | 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 2 m 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 |
| 14 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 15 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 16 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant & Concrete pump |
| 17 | RCC Grade M30 Foundation RCC Grade M30 using batching plant transit mixer & Concrete pump |
| 18 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 19 | 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. |
| 20 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 21 | Supply of 350 mm dia NP-3 hume pipe cost of all material, loading, unloading, stacking, cartage etc. for completion of work. |
| 22 | Brick masonry work in cement motar 1:3 in sub structure complete excluding pointing and plastering as per drawing and technical specifications. |
| 23 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (1000 mm dia) |
| 24 | Plastering with Cement Mortar Plastering with Cement Mortar (1:3) on brick work in sub-structure as per Technical Specifications. |
| 25 | Providing and laying of hot thermoplastic compound 2.5 mm thick including reflect rising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35 the finished surface to be level uniform and free sleek and holes, Zebra Line |
| 26 | 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 drawingStop Board |
| 27 | Providing and laying of hot thermoplastic compound 5mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 5mm is exclusive of surface applied glass beads as per IRC-35 the finished surface to be level uniform and free sleek and holes. (Repeated bars in Abadi Portion) |
| 28 | Supply of Retro Reflective Sign Board size 1200x900mm made of 2mm alloy aluminium sheet and 4mm thick APC sheet fully covered with intensity retro reflective sheet having approved massage fully proceed by AVERY DENSION CO (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5mm angle iron aluminium sheet painted with two coat smoke grey or sky blue paint leg 75x40mm channel 3 mtr long complete. (Size 1200x900mm) (Both Side 1.08 sqm mtr) TRAFFIC SIGNS - MAXIMUM SPEED LIMIT |
| 29 | 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 HAZARD MARKER (LEFT & Right) |
| 30 | 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 drawingSINGLE CHEVRON (NORMAL) |
| 31 | Direction and place Identification signs up to 0.90 sqm size Board Village BoardProviding and erecting direction and place identification retró-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 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 4858-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.37 Sheet fixed over aluminum 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 M-13 grade cement concrete 45x45x60 cm. below ground level as per approved drawing, complete. Abadi Board (S.Item No.19- Morth-801 8.5) |
| 32 | Supply of Retro Reflective Sign Board size 1200x900mm made of 2mm alloy aluminium sheet and 4mm thick APC sheet fully covered with intensity retro reflective sheet having approved massage fully proceed by AVERY DENSION CO (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5mm angle iron aluminium sheet painted with two coat smoke grey or sky blue paint leg 75x40mm channel 3 mtr long complete. (Size 1200x900mm) (Both Side 1.08 sqm mtr) TRAFFIC SIGNS - T Board |
| 33 | Providing and fixing retro reflective delinator post IZ-ASTMAD 45604 made of 75 mm dia round pipe of 1.20 mtr height with fixing support of flat iron 25x 25 mm retro reflective strip 4 no fixed round side of the post electric welded and coveres with jali and painted with black paint including GST and all other taxes and cartage complete with fixing at side as per direction of E/I. (S.I.-1 Morth-805(8.15) |
| 34 | 6 M Span over Head Cantilever Structure with 300 dia M S one vertical post Supply, fixing & erection of built up Cantilever Structure of 6m span comprising of one vertical posts of 6.00 m height made up to 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 1:3:6 (Cement coarse sand and 40 mm gauge stone ballast and RCC M-25 grade cement 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 rates shall include cost of design, fabrication, supply, transportations, 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. |
| 35 | Retro-ReflectiveSheeting type-IV with 4 mm thick AGM Double Side: Providing & fixing of reflective signs with a 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 Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals 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 lype requiring no heat, solvent other 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 shail be Pressure fixed. 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 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The cate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 36 | 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 School Board |
| 37 | 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 Y-Board |
| 38 | Providing and fixing of averry dennision/3 M Brand RPM serie 290(CAT Eye) (RED/ YELLOW COLOUR) Made of polycarbonate with electronic welded prismatic retro reflective lens on both side for maximum retro reflective in wet and Dry conditio with bitumen adhesive BT 69. |
| 39 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of 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 20000 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 directed by the engineer. |
| 40 | Providing & fixing Km. stone, Hectometre Stone, Painting & Letter's Writing 5th kilometre stone |
| 41 | Providing & fixing Km. stone, Hectometre Stone, Painting & Letter's Writing Ordinary kilometer stone |
| 42 | Providing & fixing Km. stone, Hectometre Stone, Painting & Letter's Writing Hectometer stone |
| 43 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as per direction of E.I for the period of five years from the actual completion of workMaintenance cost for 1st year (@0 % of total work amount S.No.1-42) |
| 44 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as per direction of E.I for the period of five years from the actual completion of workMaintenance cost for 2nd year (@0.25 % of total work amount S.No.1-42) |
| 45 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as per direction of E.I for the period of five years from the actual completion of workMaintenance cost for 3rd year (@0.50 % of total work amount S.No.1-42) |
| 46 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as per direction of E.I for the period of five years from the actual completion of workMaintenance cost for 4th year (@0.75 % of total work amount S.No.1-42) |
| 47 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as per direction of E.I for the period of five years from the actual completion of workMaintenance cost for 5th year (@1.00 % of total work amount S.No.1-42) Please Enable Macros to View BoQ information |
