Ministry Of Road Transport And Highways Tender

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of embankment with approved materials obtained from borrow pits with all leads and lifts and leads transporting to site, spreading to required slope and compacted to meet the requirement Table 300-2.

Construction of granular sub-base by providing GSB-VI materials, spreading in uniform layers with motor grader on prepared surface mixing by place method with Rotavator at OMC and compacting with Vibratory roller to achieve the desired density complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials 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..

Providing and applying Primer coat with bitumen emulsion on prepared surface of granular sub-base including cleaning of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means.

Providing and applying Tack coat with bitumen emulsion on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no.501.5.2, 502 of MoRT&H specification and direction of the EIC.

Providing and laying Dense Bituminous macadam Gr-I with 100- 120 TPH batch type HMP producing an average output of 75Tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4% to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with Hydrastic Paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per MoRT&H specification clause 507 complete in all respect.f

Providing and laying Bituminous concrete Gr-II with 100- 120 TPH batch type hot mix plant producing an average output of 75 ton per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler 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 MoRT&H specification clause 509 complete in all respect.

Providing and laying PCC M-20 as packing paverblock as per Direction of EIC.

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.

TRAFFIC SIGN AND SAFETY MEASURE- Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads as per clause no.803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of specification of MoRT&H and as per direction of the Engineer-in-charge.

Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge.a.90 cm x 45 cm rectangular ( object hazard)

90cm Equilateral Triangle ( Cautionary/Warning Sign)

90 cm Circular ( Speed limit & Prohibitry Sign)

90cm Octagonal ( STOP sign)

50cm x 60cm rectangular ( Chevron)

80cm x 60cm rectangular (Place ideantification/Drive Slow)

Fiting and fixing of road delinator on edge of carriageway

Road marker/road stud with lense reflector

Supplying ,erecting and commissioning of the super quality traffic signal blinker with the whole assembly which includes PV solar panel(monocrystaline), frame for solar panel, traffic signal blinker, wire harness, charge controller, Lithium Ferrophsphate 12V/7 Ah battery with 24 hours back up time , battery box, signal pole with all assesories etc, complete with warranty period of 5 years for whole assembly)

Supply of Anchor/Panasonic make elegant look 80 W AIO Solar street lights having 180 Wp highly efficient Monocrystalline PV module for faster charging of battery in adverse weather condition & 12.8 Volt 96 Ah LiFePo4 Battery (Lithium Ferro phosphate) Battery (BIS approved) which will be kept inside the luminaire house (Theft retardant type), MPPT charge controller & PIR Sensor to provide 2 days (24 hrs) back up in dimming condition . The initial lumen output of AIO street light shall be of ≥ 15000 lumens , lumen efficacy 150 lm/ w as per LM 79 report of third party NABL lab only in white colouri.e CCT 6000K (+/-500K). The LED chip will be of OSRAM/NISCHIA/CREE only .The complete system & BMS has been designed in such a way to provide 2 days (24 Hrs) back up with dimming mode by activating PIR sensor and battery is completely theft retardant and maintenance free . The luminaire is having IP 65 protection for critical component like (LED compartment, Driver compartment & Battery) and is as per IP test report of third party NABL lab only. The AIO street light is having IK 07 (as per the test report of third party NABL lab). The Panasonic’s inhouse lab is approved by NABL and will submit the lighting design for achieving the desired lux level of 40 LUX if desired by the department. The Warranty on the complete AIO street lights will be of 5 years .The scope of supply will be only AIO solar street lights without Octagonal pole.

Providing and laying Bituminous concrete Gr-II with 100- 120 TPH batch type hot mix plant producing an average output of 75 ton per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler 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 MoRT&H specification clause 509 complete in all respect.

ROAD SIDE R.C.C DRAIN - Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Plain/Reinforced Cement Concrete (M-15) in Open Foundation complete as per Drawing and Technical Specifications.

Reinforced cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

Supplying, fitting and placing uncoated HYSD bar reinforcement in Sub-structure complete as per drawing and technical specification

Providing weep holes in brick masonary / plain or reinforced concrete abutment with 100mm dia AC pipe

WIDENING OF 1X1000MM Dia Hume pipe culvert Ch. 362/880 Km- Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Supplying , Laying & Fixing 1000mm dia NP4 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete.

P.C.C.M-15 Grade in foundation bed 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 MoSRT&H Specifications for Road & Bridge works (Latest Revision).

P.C.C.M-15 Grade in Substructure of CD 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 as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Box Culvert (1x2x2 m )- Earth work in excavation of foundation of structures as per drawing and technical specification, 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.

Cement concrete M 15 Levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.

M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.

RCC M25 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.

HYSD / MORT&H Technical Specification no- 1600Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical. Foundation

SUB STRUCTURE

SUPER STRUCTURE AND WEARING COAT

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall

Gravel backing to revetment

Boulder Appron (Rough stone dry packing to appron and revetment.)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical

Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications. (excluding cost of steel)

Providing drainage spout.

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)