Urban Development Department Tender

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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)

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)

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 plant carriage of mixed Material 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.)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (On granular and bituminous surface)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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 MoRTH specification clause No. 507 complete in all respects.)

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 @ 4.5 to 5 % 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 MoRTH specification clause No. 508 complete in all respects)

Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

Supplying and Pre cast concrete blocks of M 35 grade and thickness not less than 60 mm for light traffic areas

Excavation for Structures (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 and backfilling with approved material.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications i) PCC M15

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications iv) RCC M30 (Using Batching Plant)

Plain/Reinforced cement concrete in box structure complete as per drawing and technical specifications iv) RCC M30 (Using Batching Plant)

Providing and fixing in position tar paper / craft paper bearing complete as per specification and as directed by the engineer

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 specifications

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC Grade M 20) Using Batching plant

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Providing and laying of Filter media with granular materials/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 and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Drainage Spouts complete as per drawing and Technical specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

Providing and laying rigid floor apron with 300mm thick flat stone in cement motar 1:3 over 150mm thick PCC M15 grade including its cost of providing and laying as per drawing, specification and as directed by engineer.

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing gratings on lined drains complete as per drawings and technical specifications

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (i) 90 cm Equilateral traingle

(ii) 60 cm Circular

(iii) 60 cm Equilateral traingle

(iv) 60 cm x 60 cm Square

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) a) Lane/centre line/edge line/ transverse marking

7 mtr. long, Street Light Pole Supply and erection of street light , Hot Dip Galvanized octagonal pole of standard specification (Sheet thickness of 3mm). A. foundation 'J' bolt : Providing 4 Nos 16 mm dia,750 mm long foundation 'J' bolt with double nut at top, making hole in the base plate etc as required. B. Base Plate Size : 220mm x 220 mm x 16 mm thick base plate welded at bottom with 4 nos. of suitable size of hole. C. Top Dia 70mm and Bottom Dia 130mm D. Door opening: The octagonal poles shall have door of approximate 500 mm length at the elevation of 500 mm from the Base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connections. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door to compensate for the loss in section. E. Top Mountings & electrical accessories: Decorative bracket arm duly painted and preferably made up of galvanized steel shall be supplied along with the pole for fixing LED lighting luminaries. Electrical accessories to be mounted inside each pole shall include stud type loop-in-loop out terminals suitable for 4Cx16 sqmm Al. Armoured LT cable and 6A SP MCB. F. HDPE Pipe : Installation of 50 mm dia HDPE Pipe/bend for cable entry /exit in concrete foundation G. RCC Foundation: Providing cement concrete foundation (1:1.5:3) pedestal of size 450 mm x 450mm x 1500 mm (300mm above ground and 1200mm below ground) including painting excavation as required. H. Pole Earthing: Suitable arrangement for earthing shall be provided inside the pole The pole drawing shall be got approved before manufacturing the pole from the DMC I. Galvanization: The poles shall be hot dip galvanized as per IS 2629/IS 2633/IS 4759 standards with average coating thickness of 85 micron. The galvanizing shall be done in single dipping. J. Pole manufacturer shall be ISO certified

90W±5% LED Light fittings Supply and fixing of 90 W LED street light with pressure die cast aluminum housing & toughened glass with IP-66 degree of protection, Individual LED's must have lenses for better thrown across & along the road, with luminaire efficiency of greater than 95 lumen/watt luminous flux 8550 LM, life span 50,000 operating hours. colour rendering (CRI) of 70 and co-related colour temperature (CCT) of 5700K (+/-500K), The luminaire should have 5KV surge protection, PF 0.9, and total harmonic distortion of THD 10%, voltage range of 140-270 V should be provided. Luminaire should have top maintainable driver compartment for easy access to driver during maintenance. The driver used must be a constant current driver with efficiency of 85%. The manufacturer LOGO must be embossed into the housing of the luminaire. Manufacturers to provide LM 80 from source manufacturer and should have adequate testing facilities approved by ministry of science (Govt. of India) to provide LM 79 report. ( Make : Surya / Bajaj / Jaguar/ Philips/ Equivalent )

Feeder Pillar with Timer and 3 phase 4 wire Energy Meter a. Manufacturing, supplying, installation and commissioning of weather proof cubicle type Compartmentalized outdoor feeder pillar for street lights ,front operated panel board fabricated out of 2mm thick sheet steel, hinged double door in front, totally enclosed dust and vermin proof suitable for 415V, 50Hz, AC supply. b. SLD and GA drawing FEEDER PILLAR will be submitted by the contractor for approval from Engineering, based on approved SLD. c. Bus bar shall be suitable for 100A, TPN busbar Chamber of suitable, length. All busbars and interconnections shall be suitable size Aluminum busbar current density of Aluminum shall not be more than 0.8 Amps / Sq.mm cross sectional area of Bus Bar.The Aluminium bus bar shall be with heat shrinkable PVC slived Red, Yellow, Blue & Black as (RYB & N) after temperature and incloser derating maximum allowable temp. of bus bar shall be 90 degree C. d. Bill of Material: Incomer: 63 A, TPN MCCB, 25KA, Energy Meter: 3 phase, 4 wire, 415V Electronic Timer Outgoing: - 25A, TPN MCCB - 2 nos. for street lights and 1 nos. as spare. Power Contactor of four pole of suitable rating for Street Lighting only. With suitable size 100Amps 4 strip aluminum busbars , providing and fixing following switch gears with cable entry on rear side for both incoming and outgoing cables, gland plates, interconnections from busbars to MCBs with copper wires, connections, powder coated painting with approved colour shade, earthing with 2 nos of GI strips of full width of board testing and commissioning etc as required. The board shall be provided with 75x40mm size ISMC channel of bottom and legs embedded on to the suitable CC Pedestal of minimum height 1meter (50cm below ground & 50cm above ground) plastering ,painting etc as required. (Standard IP 54)

Supply of 3.5C x 25 sqmm Aluminum Armored XLPE Cable

laying upto 25 sqmm Aluminum Armored XLPE Cable in Underground (600mm Depth ) including excavation sand Cushing protective covering and refilling the trench etc.

Supply of 4C x 16 sqmm Aluminum Armored XLPE Cable

Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required. 4C x 16 sqmm Al Armoured XLPE Cable

Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of XLPE aluminum conductor cable of 1.1 KV grade as required 3.5C x 25 sqmm Al Armoured XLPE Cable

supply and drawing of 3 x 1.5 sqmm Cu PVC flexible cable for Looping (Terminal to Light fitting)

Supply & Earthing with 20 mm dia 1.5m long GI rod for pole with connector arrangement

Earthing with GI earth pipe 4.5 mtr. Long, 40mm dia including accessories, and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required

Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode, including soldering etc. as required

Dismantling of cement concrete / Blocktok road pavement by mechanical mean using pneumatic tools breaking pieces not exceeding 0.02 CUM in volume and stock piling at designated location and disposal of dismantled material upto a lead of 1000 M stacking surriceable / unserviceable material separately and Providing cement concreting / Blacktok road as per requirment

Supplying of 50 mm dia, medium class GI pipes

Amount [5 year warrantee / guarantee and Comprehensive Maintenance contract (CMC) of all above work]

Provision for Sign board & Photography

Add 12% GST

Add 1% Labour Cess