Restoration of rain damages on NH-05 Km 236/00 to 368/00 (SH- Construction of 2.0 meter span box type culvert at RD 278/225 along with 8.0 both side wing wall and P/L GSB, G-II, G-III, BM and BC in Km 278/215 to 278/260) under FDR 2022-23

Amount

Cutting in earth work in all kinds of soils such as pick work, jumper work, soft and hard rock i.e. chiselling and wedging out of rock if required and saturated soils and their intermediate classifications in all heights and depths.Stacking the useful stone/materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges including loading of truck for carrying the unserviceable materials. Any loss of Public/ private property during the course of execution shall be the sole responsibility of the contractor which shall have to be duly compansated by him at his own cost in all cases, the work shall be carried out as per clause 301 of section 300 of MORTH specifications to the entire satisfication and direction of Engineer-in-Charge..

Earth work in excavation of foundation of structures as per drawing and technical specificationas per clause 304, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing and laying plain/reinforced cement concrete in sub structure complete as per drawings and technical specifications as per clause 1500, 1700 &2200. PCC Grade M15 using Batching plant , including all incidental charges. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications as per clause 2706 & 2200 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing concrete for plain/reinforced cement concrete in open foundation as per drawings and technical specifications as per clause 1500, 1700 & 2200. PCC Grade M25 using Batching plant , including all incidental charges. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing Tor Steel reinforcement for R.C.C. Work as per clause 1600 and 2200 including bending, binding and placing in position complete including cost of binding wire up to any level as per the directions of including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per clause 710.1.4 of IRC and 2200. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

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. including all incidental charges. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing, laying, spreading and compacting stone aggregates of specific sizes(Grade-I of 63mm to 45mm) to water bound macadam specification as per clause 14.11 B(ii) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing laying spreading and compacting 150 mm (one hundred and fifty milimetre) thick crushed hard stone aggregate in two layers, each layer 75 mm seventy five milimetre) thick of grade-IIof 53 to22.4 mm (fifty three to twenty two point four ) milimeter size to water bound macadam specification as per clause 14.11 B(ii) including spreading in uniform thickness hand packing rolling with vibratory power road roller of 8-10 tonne (eight to ten) tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/ binding materials to fill up the interstices of course aggregatre, watering and rolling, guarding barricading and maintenance of diversion etc. in all leads and lifts and carriage of materials by all means including mechanical transport confirming to specification No.404 (four hundred four) of MORTH road wing specification for road and bridge works (latest revision) and as per the direction of the Engineer-in-Charge.

Providing andapplying prime coat with bitumen emulsion (SS-1) using emulsion pressure distributors @0.70 Kg (zero point seven zero killogram ) per square metre of the prepared dry and hungry bituminious surface cleaned with hydraulic broom as per technical specification of clause 502 including carriage of materials , plants/equipments by all modes of transportion with in all leads and lifts as per direction of The Engineer-in- charge complete

Providing and applying tack coat of bitumen emulsion ( Medium grade) using emulsion pressure distributor at the rate of 0.20 kgs per Sqm (zero point two zero kilogram per square metre) on the prepared bituminous/ granular surface cleared with mechanical brooms confirming to Specifications No.503 of MORTH ( Forth revision) including with in all leads and lifts including mechanical transportation as per the directions of the Engineer-in-Charge.

Providing and laying bituminous macadam 50 mm(Fifty ) milimetre thick on prepared surface with 80 to 100 (Eighty /hundred) tonne per hour capacity batch type computerised hot mix plant producting average output of 75 tonne per hour using crushed aggregate of specified grading-II premixed with VG-30 grade bitumen as per approved job mix formula with minimum bitumen content 4% (four percent) specified in table 500-4 of MORTH Specifications (Fourth revision) as per clause 505 transporting to site of work, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required garde,level and alignment and rolled with tandum/vibratory road roller to achieve the desired compaction including all corrective measure such as patching, pot holes,sealing of cracks including all profile correction in all depths in all leads and lifts, including mechanical transportation as perdirection of the Engineer-in-Charge.Nothing extra shall be paid for higher bitumen contents if used at site as per job mix formula.

Providing and laying 40mm(forty millimeter) thick Bitumen VG-30 bituminous concrete with batch type 100-120 TPH(Hundred to one hundred twenty tonne per hour) capacity hot mix plant producing an avarage output of 75(Seventy five) tonne per hour using crushed stone aggregates ofSpecified grading premix with bitumen binder at the rate of minimum 5.5%(five point five percent) of weight of mix and filler @ 2%(Two percent cement of weight of aggregates) as per appoved job mix formula, transporting the hot mix material to work site in clean insulated vehicle covered while in transit or awaiting tipping and laying with a hydrostic paver finisher with sencer controll to the required grade,level,and alignment ,rolling with smooth wheeled vibratory and tendom roller to achieve the desired compacting as per MORTH specification clause 507 complete including profile correction layer and patching of pot holes including mobilization of plants and equipment by mechnical trasport, including haulage of materials with in all leads and lifts with all modes of tranportion and as per direction and entire satisfaction of Engineer -in- charge nothing extra shall be paid for higher bitumen contents if required as per job mix formula .

M/S PARASKAR CONSTRUCTION