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 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.

Construction of sub-grade 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 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.

Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 etc complete

Construction of Un-reinforced,dowel jointed cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse etc complete

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.

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.

Turfing with sods / Furnishing and laying of the live sods of perennial turf forming grass on embankment slopes, verges or other locations shown on the drawing or as directed by the engineer-in-charge including preparation of grounds, fetching of sods and watering.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces on Kerb Surface.

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.

90 cm x 45 cm rectangular

90cm Equilateral Triangle

90 cm Circular

90cm Octagonal

50 cm x 60 cm rectangular

80 cm x 60 cm rectangular

Direction and Place Identification Sign above 0.90sqm size board Providing erecting direction and place identification Retro- reflectorised sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thck with area not exceeding 0.90sqm supported on a mild steel two angle Iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60cm , 60cm below ground level as per approved drawing.

Road Markers/Road Stud with Lense Reflector

Supplying erecting and commissioning of the super quality traffic signal blinker with whole assebly which includis PV solar pannel ( monocrystaline) , frame for solar panel , traffic signal blinker sire harness charge controller , lithium Ferrrophosphate 12V/7 Ah battery with 24 hours back kup time , battery box , signal pole with all accessories etc , complete with warranty period of 5 years for whole assebly

Supply of Anchor by Panasonic make or equivalent 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 2 15000 lumens , lumen efficacy 150 lm/ w as per LM 79 report of third party NABL lab only in white colour i.e CCl' 6000K (+/-500K). The LED chip will be of OSRAM/NISCHIA/CREE only or equivalent .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 A10 street light is having IK 07 (as per the test report of third party NABL lab). The Panasonic’s or equivalent 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. Supply, Erection, testing, commissioning of 9 mtr Octagonal pole and fixing of the solar street lights in the pole on the RCC foundation with Fabrication including exavation and base concreting by using necessary machinery of 9 mtr long hot dip Galvanized Octagonal pole manufactured from HT steel as per BS EN 10025/IS 2062 having minimum yield strength of 350 N/ SQMM having top die of 70 MM A/F and bottom dia of 175 MM A/F of 3 mm thick , base plate as per IS 2062 complete with 4 nos. En 8 grade foundation bolts to withstand basic wind speed of IS 875 Part3 wind speed . (Make of poles: Utkal Galvanizers/BPP/JK / Skipper /Valmount/Utkarsh/RR or equivalent)

Supply installation testing commissioning of 11 mtr long raising lowering type 20 sided polygonal hot dip Galvanized high mast in two sections manufactured from HT steel having yield strength of 355 N/Sqmtr'having bottom die of 610 mm A/F and top dia of 150 mm A/F of sheet thickness of 4/4 mm to withstand 180 Km Wind speed by considering wind expose area and weight of Panasonic or equivalent 6 nos. 100 W AIO solar street lights having output of 15000 lm (As per LM 79 report of third party NABL lab) , 180 Wp Mono Crystalline Panel and 96 Ah LiFePO4 battery, PIR Sensor to provide 24 hrs back up in dimming mode . The high mast must be supplied along with Manual Winch, AISI 316 grade stainless steel wire rope, 12 nos. M30 x 850 mm Foundation bolts & other accessories required for mast with specially designed lantern carriage to fix 6 nos. 100 W AIO Solar street lights. The high mast shall be erected after construction of suitable size foundation as per the drawing submitted by high mast manufacturer and then installation of 11 mtr mast on that foundation & fixing of 6 nos. AIO solar lights in the mast to provide uninterrupted lighting without any electric supply. The Make of high mast shall be RR Ispat/UTKARSH/Utkal Galvanizer/ Transrail/ Skipper/ JK or equivalent and Make of A10 solar lights shall be Anchor by Panasonic make only or equivalent.The Warranty on the complete AIO HIGHMAST lights will be of 5 years.

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.

Earth work in excavation in hard soil for foundation of structures as per approved Drawing & Technical Specification and as per Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works ( Latest Revision)

Sand filling in Road works & foundation of structure as per approved Drawing & Technical Specifications ans as per Section - 2100 of MoRT&H Specification for Road & Bridge worrks ( Latest Revision )

P.C.C. M-15 Grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as pe approved Drawing & Technical Specificattions and as per section - 1700 & 2100 of MoRT&H Specification for Road & Bridge worrks ( Latest Revision )

P.C.C M-15 Grade in sub structure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer , lauing inlayers 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 MoRT&H Specificattions for Road & Bridges works ( Latest Revision)

RCC M-25 grade in foundattion Raft of CD work as apprroved Drawing & Technical Specification and as per Section - 1500 ,1700, & 2100 of MoRT&H Specificattions for Road & Bridges works ( Latest Revision)

R.C.C. M-25 grade in sub-structure of CD wrrks as per approved Drawing & Technical Specification and as per Section - 1500, 1700 & 2200 of MoRT&H Specification for road & Bridge works ( latest Revision)

R.C.C M-25 grade in Deck Slab of C.D works as per approved Drawing & Technical Specification and as per Section - 1500, 1700 & 2300 of MoRT&H Specification for road & Bridge works ( latest Revision)

R.C.C M-30 grade in wearing coat including stell of C.D worka as per approved Drawing & Technical Specification and as per Section - 1500, 1700 & 2700 of MoRT&H Specification for road & Bridge works ( latest Revision)

Steel Reinforcment works using HYSD as per approved Drawing & Technical Specification and as per Section - 1600 of MoRT&H Specification for road & Bridge works ( latest Revision)

R.C.C M-20 in foundation Raft

R.C.C M-20 in Sub-structure

R.C.C M-20 in Sup-structure

Providing weep holes as per approved Drawing & Technical Specification and Clause No. 2504.2.2of MoRT&H Specification for road & Bridge works ( latest Revision)

Providing an laying filter media with stone aggregate of 45mm size HB stone satishfying requirements laid down in as per approved Drawint & Technical Specification and Clause 2504 2.2. of MoR&H Specification for Road & Bridge works ( Latest Revision)

Gravel backing to Revetment

Rough Stone dry packing in approns and revetment with hard granite stone 30cm and above size

Providing Drainage spout

R.C.C M-40 grade concrete crash barrier as per Technical Specifination & Drawings .

Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.