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| 1 | Dismantling PSC/RCC of grade M20 & above by manual means including disposal of unserviceable materials & stacking serviceable materials upto 1000m lead etc.complete as per Clause 202 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 2 | Dismantling Brick stone masonry in cement mortar including disposal of unserviceable materials & stacking serviceable materials upto 1000m lead etc.complete as per Clause 202 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 3 | Earth work in hard soil with 50 m initial lead and 1.50m initial lift including rough dressing and braking clods to maximum 5cm to 7cm in laying in layer not exceeding 0.30m in depth including carriage by mechanical transportation with in 5.00Km lead including cost of all labour, Labour CESS and T&P , hire and running charges of transporting vehicle , royalty etc. complete as per Direction of Engineer in charge. |
| 4 | Supplying & filling in foundation and plinth with good quality river sand in layers not exceeding 23cm in depth and compacted with watering, ramming, dressed and leveled the top surface to required gradient including cost , conveyance , royaoity of all materials, cost of all labour, T&P, etc.required to complete the work in all respect as per direction of the Engineer in charge.(Measurement willl be taken on finished compacted section only) |
| 5 | Random Ruble Hard Stone Masonry with sand grouted in foundation and plinth including cost, conveyance & royality of all materials and labour charges etc. complete as per direction of Engineer In Charge. |
| 6 | PCC M-15 Grade in foundation of CD work 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 etc complete as per direction of Engineer In Charge. |
| 7 | PCC M-15 Grade in foundation bed with frame work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 8 | RCC M-25 Grade in foundation of CD & structure using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator and all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 9 | RCC M-25 Grade in Sub-structure work in wall of Box culvert using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator and all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 10 | RCC M-25 Grade in Deck slab using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator and all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 11 | RCC M-25 Grade in Road kerb / Parapet / Hanging wing wall using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator and all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 12 | RCC M-30 Grade in Wearing Coat using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc complete as per direction of Engineer In Charge. |
| 13 | Supplying, fitting and placing uncoated SeQR TMT bar reinforcement including straightening bent up or coiled rods, cutting, bending, cranking, hooking, welding or jointing (if required) and binding, tying and placing in proper position as required for RCC works including cost, conveyance of steel and binding wires of 18 to 20 gauge and cost of all labour, labour CESS T&P etc. required for complete the work in all respect as per drawing and technical specification and directed by the Engineer in charge. (Weight of reinforcement shall be calculated on the basis of IS 1732, wastage ,overlaps, couplings, welded joints ,spacer bars, chairs, stays, and annealed steel wire or other method of binding &placing shall not be considered for payment). |
| 14 | Providing weep holes in brick masonry / Plain / Reinforced cement concrete abutment, wing wall / return wall with 100mm dia. A.C Pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawing face including cost, conveyance, royalty of all materials, cost of all labour T & P etc. complete the work in all respect as specification and direction of the Engineer In Charge . |
| 15 | Metal spall backing to the weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer In Charge . |
| 16 | Earth Work in embankment with excavated soil with initial leads & lifts including rough dressing and Compacting and watering upto O.M.C. rolling earth work with P.R.R. in embankment in layers not exceeding 0.23m by power road roller including hire and running charges of the roller etc & labour charges etc complete as per direction of Engineer In Charge. |
| 17 | Painting on concrete surface providing & applying two coats of water based cement paint to unplasterered surface after cleaning the surface of dirt, dust, oil, grease, efflorescence with cost, conveyance, taxes of all materials, cost of all labour, all T&P etc. required for the work complete in all respect as per the direction of the Engineer in charge. |
| 18 | Painting 2 (Two) coats with synthetic enamel paint to iron work over a coat of primer of approved colour, shade after sand papering , polishing the surface including cost, conveyance of all materials, all labour, labour CESS T&P , scaffolding etc. required to complete the work in all respect as per drawing and technical specification and direction of Engineer in Charge. |
| 19 | Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause 2507.2 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 20 | Providing GSB Gr-vi materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 21 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 22 | Providing Primer Coat with bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 23 | Providing Tack coat with bitumen emulsion on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause 501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 24 | Providing Bituminous Macadam of grading 2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials 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 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 25 | Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials 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 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision). |
| 26 | Providing and laying of hot applied thermoplastic compound on Bt.road of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm 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 Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). Please Enable Macros to View BoQ information |
