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| 1 | Cleaning and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300m, removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned up to a lead of 1000m including removal of disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of the Engineer-in-Charge. |
| 2 | Earth work in suitable type of soil in borrow area, loading into transport vehicle mechanically and transportation of earth by mechanical means unloading the same over the approved surface of embankment in proper profile with 5.00Km leadsincluding rough dressing and breaking clods to maximum 5cm to 7cm including removal of roots, bushes other deleterious materials from transported earth with all cost, carriage, royalty, labour cess and laying in layers not exceeding 22.50cm in depth with vibratory roller, hire and running charges of all machineries with all labour, T&P required for the work etc.complete in all respect as per specification and direction of Engineer-in-Charge. |
| 3 | Earth work in excavation of foundation in hard soil with all leads, lifts and delifts handling and rehandling charges including dewatering and depositing the excavated materials away from work sites including dressing and levelling the bed and slope with all complete including all labour, T&P and cess (excluding GST) including mobilisation and demobilisation of men and machinaries etc with all cost of incidental charges etc. complete as per drawing, specification as per direction of Engineer-in-Charge. |
| 4 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankemnt construction as per Technical Specifications and as per Clause-305.3.4 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per directio of Engineer-in-Charge. |
| 5 | Providing G.S.B. Grade-II materials, spreading in uniform layers each layer not exceeding 100 mm with motor grader on prepaid surface, mixing by mix in place method at OMC and compacting with vibatory roller to achieve the desired density, as per approved drawing & technical specification and as per clause-401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royalty of materials, cost of labour, machinery, T&P etc. complete and as per direction of Engineer-in-Charge. |
| 6 | Construction of granular sub-base with sub-base materials moorum and sand in volumetric ratio of (60:40) proportionate for sub-base and laying in layers not exceeding 100mm thicks, watering and compacting to required density by PRR in OMC conditions including all labour cost, carriage, royalty of sub-base materials including hire & running charges of PRR etc. complete as per direction by Engineer-in-Charge. |
| 7 | Providing, laying, spreading andcompacting graded stone aggregates 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 surfacce and compacting with vibratory roller to achieve the desired density as per approved Drawing & Technical Specifications and as perr Clasue-406 of MoRT&H Specifications for Road & Bridge works (5th Revision)including cost, conveyance, roaylty of materials, cost of labour, machinery, T&P etc. complete in all respect as directed by the Engineer-in-Charge. |
| 8 | Filling foundation and plinth with clean river sand including well watered and rammed with all labour cost, conveyance, T&P, transportation charges (excluding GST), royalty of materials, etc. complete as per the direction of Engineer-in-charge. |
| 9 | Providing C.C. M-15 with 40mm down grade black hard granite (crusher broken) stone aggregates of approved quality mixing by concrete mixure and placing manually, compacting with vibrator including hire and running charges of mixure, vibrator with cost, conveyance, royalty of all materials, labour charges and materials complete as per direction of the Engineer-in-Charge. |
| 10 | Providing and applying primer coat with bitumen emulsion (MS) on prepared surface of Granular Base including clearing of road surface and applying primer at the rate of 0.60kg/Sqm using mechanical means as per technical specification for road and bridge works and as per clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royalty of all materials etc. complete as per direction of Engineer-in-Charge. |
| 11 | Providing and applying Tack coat on prepared bituminous surface with using bitumen emulsion(M/S) pressure diestributor @ 0.20Kg/Sqm on the prepared bituminous / granular surface cleaned with mechanical means as per technical specification and as per clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royalty of all materials etc. complete as per direction of Engineer-in-Charge. |
| 12 | Providing and laying 75mm compacted thick bituminous macadam with hot mix plant using specified grading -II, using crusher broken stone Grade-2, premixed with bituminousbinder of60/70 penetration grade, 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 Clause 501 & 504 of MoSRT & H Specifications for Road & Bridge works (5th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess including labours and hire charges of T&P materials required for the work,hire and running charges of machineriesetc. all complete as per specification anddirection of the Engineer-in-Charge. |
| 13 | Providing and laying 25mm compacted thick S.D.B.C of specified grading -II, using crusher broken stone Grade-2, premixed with bituminousbinder of60/70 penetration grade, 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 Clause 501 & 508 of MoSRT & H Specifications for Road & Bridge works (5th Revision) with all leads, lifts and delifts including cost ,conveyance, royalty, cess including labours and hire charges of T&P materials required for the work,hire and running charges of machineriesetc. all complete as per specification anddirection of the Engineer-in-Charge. |
| 14 | Supplying and fixing in position of Mactex x N 60.1 Non-Woven Geotextile having GSM 270 (Roll width 4.5m x 100m) made of PP (Polypropylene fiber) (Harsh installation condition as per IRC SP 116 & MoRTH) NON-WOVEN PP fabric (UV proteced) GEOBAG including all cost of labour, carriage, machineries etc. specification including all cost of labour, material, conveyance, etc. as per direction of Engineer-in-Charge. |
| 15 | Labour for filling the empty polypropine Geo Polythine bags Non-Woven PP Geobag Product - 300GSM PP NON-WOVEN GEOBAG, UV PROTECTED (SIZE-1MX0.7M) including cost and carriage with sand, sewing and laying in position including cost, carriage of sand etc. complete as per direction of Engineer-in-Charge. |
| 16 | Rigid and smooth centering and shuttering for C.C works including false works and dismantling them after casting including cost of materials etc. complete as per direction of Engineer-in-charge. |
| 17 | Providing weep holes in PCC with 100mm dia AC pipes extending through the full width of the structure with slope 1V:20H towards drawing face etc. completeas per direction of Engineer-in-charge. |
