Road Construction Department Tender

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix (Pug Mill) carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared sub-base and compacting with smooth wheel roller of 80 ro 100 KN to achieve the desired density including lighting, barricading and maintenance of diversion etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Prime Coat Providing and applying primer coat with bitumen emulsion SS1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion RS1 using emulsion pressure distributor at the rate of 0.225 kg per sqm on the prepared bituminous/ granular surface cleaned with hydraulic broom as per Technical Specification Clause 503.

Bituminous Macadam Grading- II Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, trasnporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignement, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No 508 complete in all respects. Grade II (92% bitumen & 8% waste plastic)

Providing and Fixing 'Logo' of PMGSY/ LWE Project Providing and fixing of retro-reflectorised typical PMGSY informatory sign board ,Direction Sign Board &Maintenance Sign Boardwith Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Providing and fixing Logo of PMGSY Project

Providing and fixing Logo of Citizen Information Board

Earthwork in Excavation for Structures Earthwork in excavation fas per drawing and technical specifiication clause 305.1 inlcuding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordianry Soil Uto 3 m depth

PCC M15 Providing and laying of M15 and laying of PCC M15 levelling course below bottom slab & retaining wall & curtain wall.

Backfilling behind abutment, wing wall and return wall complete as per drawings & Technical Specification Clause 1204.3.8 Sandy Material

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the enitre surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical speciifcation clause 1204.3.8

RCC M30 RCC grade M30 in sub-structure complete as per dwg & Technical Specification Upto 5 m height

RCC M30 RCC grade M30 in super-structure complete as per dwg & Technical Specification Upto 5 m height

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010 & 1202

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

RCC M30 in wearing course (including reinforcement) Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 800 and 1206.3

Construction of RCC railing of M25 grad in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm as per approved drawings and technical specifications clause 800, 900

Drainage Spouts complete as per drawing and technical specifications clause 1209

Reinforced Cement Concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 & 1211.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. Rubble Stone laid in cement mortar 1:3

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment wighing less than 25 kg laid dry complete as per drawing and technical speciifcations clause 1301.

Providing and laying Boulder Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Clause 1302

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302

Routine Maintenance amount for 1st year

Routine Maintenance amount for 2nd year

Routine Maintenance amount for 3rd year

Routine Maintenance amount for 4th year

Routine Maintenance amount for 5th year

18% GST Amount (Construction and Maintenance)