|
| 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. as per approved Drawing & Technical Specifications and as per Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 2 | Excavation for road work in soil with hydraulic excavator of 0.9cum 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 locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 3 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per Technical Specifications and as per Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from foundation of CD & structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 5 | 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 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 6 | Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.. |
| 7 | Turfing the slopes of embankment with compact turf grass as per approved Drawing & Technical Specifications and as per Clause - 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 8 | Providing G.S.B. Gr-VI stone screaning materials, 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, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 9 | 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 approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 10 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 11 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 12 | Providing & laying Dence graded Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 505 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 13 | Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & CRMB-55 grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 14 | Reinforced cement concrete M-15 grade ordinary km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 805 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 15 | Reinforced cement concrete M-15 grade 5th km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 805 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 16 | Providing and laying of hot applied thermoplastic compound 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 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 17 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make confonning to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T &P etc Complete. |
| 18 | Providing & Fixing of RCC M-15 guard Post of 1.0m height and size of 15cm external diameter at top and 25cm of external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC Specifications for finished item of work as per Section 800, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 19 | Providing and fixing of 80cm x 60cm rectangular size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 20 | Providing, fixing of direction & place Identification Signs board upto 0.9sqm (1200x700MM)Size retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 21 | Providing, fixing of direction & place Identification Signs board more than 0.9 sqm (1800X1200MM) Size board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 2 x 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 22 | Providing and fixing of 60cm x 45cm rectangular size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 23 | Providing and fixing of 90 cm equilateral Triangle. size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 24 | Providing and fixing of 60cm circular size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 25 | Providing and fixing of 90cm octagon size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 26 | Excavation in foundation for structure in soil with hydraulic excavator of 0.9cum 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 locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 27 | P.C.C. M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 28 | R.C.C. M-20 grade in Foundation of retaining wall & RCC drain with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 29 | R.C.C. M-20 Grade in Substructure of structure & CD work with formwork using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 30 | Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL, etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor) |
| 31 | Providing and laying of filter media in Abutment back using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 33 | Back Filling of surplus excavated earth behind Structures by manual means with initial lead 50m and lift of 1.50mtr including cost of all labour T&P required for the work etc. complete as directed by Engineer-In-Charge Please Enable Macros to View BoQ information |
