Bhubaneswar Smart City Limited Tender

Dismantling of CC M-15 & M-20 grade including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing& fixing 160mm PVC pipes for utility services in the footpath of bridge duly approved for utility duct as per Drawings & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying Granular Sub-base with Grading-IV stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing ,laying factory made 80 mm thick cement concrete interlocking paver blocks of M - 30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layer including filling sand in the interstics/ joints, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.

Supplying, providing and fixing chequered tiles of approved quality, on prepared concrete surface with 20 mm thick cement mortar 1:4 jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.

Construction of cement concrete kerb with top and bottom width 115 and 165mm respectibily, 250mm high in M-20 Grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb lying machine, foundation concrete laid manually as per Clause 409 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Construction of median and Island above road level with approved material deposited at site from roadway cutting and excavation for drainage & foundation of structure, spread, sloped and compacted as per clause 407 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.

Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing, supplying, fitting & fixing of Stainless Steel of 304 grade in hand railing/ parapet using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mmx32mmx2mm @0.90mtr c/c and stainless square pipe bracing of size 32mmx32mmx2mm in 3 rows as per approved design, drawing and specification, buffing, polishing, etc. with cost, conveyance, taxzes of all materials, with all labour T&P etc complete in all respect and as per direction of Engineer-in-Charge.

Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

200m stone

Ordinary Km stone

5th Km stone

Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Supplying, fitting & fixing of reflective pavement marker (road studs) Acrylonitrile Butadience Styrene (ABS) plastic body of standard size having Micro Bismetic reflectors (Dual side) with impact registance, colour as approved including all cost of labour, sudries, tools & plant required for the work etc complete as per Clause 804 of specification for road & bridge works of Ministry of Road Transport & Highways ( 5th revision ) & direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MoRT&H specification for road & bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level for finished item of work as per approved drawing and technical specifications complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Facility Information signs (800x600 mm)

Cautionary signs triangular 900mm side.

Mandatory signs, Circular 600mm dia

Chevron Sign(600x400mm)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Earthwork in excavation for structural works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying P.C.C M-15 grade in foundation bed and other structures as levelling course as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying P.C.C M-15 grade in sub-structure as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100, 2200 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-20 grade in drain as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Foundation

Wall

Slab

Providing and laying R.C.C M-25 grade in CD works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

In foundation

In sub-structure

In super-structure

Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge.

Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying of filter media in the rear side of toe wall,retaining wall,abutment, wing wall etc using hard broken granite stone aggregate to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900, 2000, 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and fixing in position 25 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications and as per direction of Engineer-in-Charge.

Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

ELECTRICAL WORKS

Supply & Making end Termination with brass compression gland and aluminium lugs for PVC insulated and PVC sheathed cable of 1.1 kv grade (without cost of Cable) and as per direction of Engineer-in-Charge.

4C X 35 Sq.mm

4C X 16 Sq.mm

4C X 10 Sq mm

Supply and fixing of Eathing with GI earth pipe 3 mtr lomg 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal and salt as required and as per direction of Engineer-in-Charge.

Providing and fixing No 6 GI wire on surface or in recess for loop earthing as required and as per direction of Engineer-in-Charge.

Providing and fixing 25 mm X 6 mm GI strips on wall/surface or in recess for connection etc. as required and as per direction of Engineer-in-Charge.

Supply and erection of HDPE pipe 90/75 mm Outer dia/Inner dia laid below 600 mm ground level(as specified depth) including digging and refilling of earth including cost of suitable size socket/coupler for HDPE Pipe including cost of labour and material required to complete the job in all respects and as per direction of Engineer-in-Charge.

Supply, laying, connecting, testing & commissioning of 1.1 KV grade Aluminium armoured PVC of following size suitable for 415 Volt, 3Ph, 50 c/s supply (laying in existing laid HDPE Pipe.) and as per direction of Engineer-in-Charge.

4C X 35 Sq.mm

4C X 16 Sq.mm

4C X 10 Sq mm

Supply, erection, testing & commissioning of median street lighting with steel octagonal type pole conforming IS 2713-1980, pole designation 410 SP 33 9.0 meter with base plate drilling of 1" dia hole on the upper portion of the pole for the installtion of street light and 1" dia hole on the lower portion of the pole for entry of the wire Base pole paintng of red oxide and two coats of black enamel paint. The poles shall have extra provided and fixed with 4'x2' dia being erected by laying 5'x2'x2' (length, breadth and width) cement concrete block/foundation in the ratio 1:3:6 and block be continued up to 1 feet above the ground level i.e 4 feet below ground level including surface plastering the job including excavation of pole with 4 feet deep and refilling the same after installation of the pole and with holes at top of the pole for fixing ring type double armed GI braket for the installation of the integral flood light luminaire of 110 watt in each arm (Make : Wipro Cat no: LR02-122-XXX-57-G2 or equivalent of Phillips, Bajaj ). The Dust and wheather proof gasket using for 250mmx200mmx150mm deep box nominal size of 16 SWG thick MS sheet cable looping box with the existing pole with MS clamp made out of 25mmx3mm thick flat iron with suitable nuts and bolts complete with hinged cover and locking screws earth studs neoprene gasket suitable for Nos 4 pole mounted including supply and fixing one no 6 Amp DP MCB carrier with base and 4 way 60 Amp terminal block suitable to receive PVC armoured cable fixed on suitable size Baketillte sheet base complete connection through GI pipe (classB) 40 mm dia Nominal 1.5 mtr length along the pole or protection of underground cable (on vertical run) with painting all complete as the direction of EIC.

Supply, installation, testing & commissioning of LED Post Top with a system lumen output of 3500 lumens and a minimum system efficacy of 90 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI 70. The luminaire shall meet IP65 with THD 20% and PF 0.9. The luminaire shall have closed diffused optics with polycarbonate diffuser board. The total power consumption should not exceed 35W (including driver). The fixture is similar to Wipro (CAT No:LP07-431-XXX-57-CL) / Equivalent of Philips, Bajaj . This is including cost of all material, conveyance, royalities all complete. Installation of LED post tops includes preparing designing & erecting a foundation in the ground with anchor bolts to suit the fixing of base plate, fixing of post top on foundation using anchor bolts & the base plate. The contractor shall ensure all post tops installed are in line plumb. Pole height: 2.5 to 3 m above ground level. Body of the pole: Hot dip GI with matt finish & 70% grey/black color or as specified by EIC. Junction Box: Inbuilt with DP MCB, connector etc., desired and as per direction of Engineer-in-Charge. output lux level:15(+/-3) Protection: IP65 class I Colour temprature : 4000K (neutral)

Supply, installation, testing & commissioning of LED Post Top Gate Light with a system lumen output of 4500 lumens and a minimum system efficacy of 90 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI 70. The luminaire shall meet IP65 with THD 20% and PF 0.9. The luminaire shall have closed diffused optics with polycarbonate diffuser board. The total power consumption should not exceed 45W (including driver). The fixture is similar to Wipro (CAT No:LP02-501-XXX-57-XX) / Equivalent of Philips, Bajaj . This is including cost of all material, conveyance, royalities all complete along with loose wire box, connectors, other hard ware & one 10A DP MCB as required suitable for operation on 240 Volt AC supply as required and as per direction of Engineer-in-Charge.

Feeder Pillar Panel: Supply, installation, testing and commissioning of cubicle type sectionalised, totally enclosed, free standing, dust and vermin proof with IP65 ingress protection, front access, front operated bottom entry, outdoor type Substation Feeder Pillar Panel Board suitable for operation at 415V, 3 phase, 4 wire, 50Hz distribution system fabricated out of 2.0 mm thick CRCA sheet, insulated busbar with heat shrienkable PVC sleeve, base channel and control MCBs shall be provided for all vertical sections , all hinged door shall be earthed through 2.5 sq mm tinned braided, the incoming and outgoing feeders shall be accommodated in a modular arrangement, detachable gland plates, adequate size cable alley, Sign writing, Painting, Earthing, Numbering, Danger plate, including PVC insulated copper FRLS wires of minimum 1.5 sq.mm & 2.5 sq.mm for CT's etc. with all accessories including interconnections, earth bus & suitable foundation etc. required and as per direction of Engineer-in-Charge. Incomer: a) 160 Amp 4 pole MCCB -1 No ,fault level for MCCB =36 kA b) R,Y,B phase indicating lights with control fuses-1 set c) Using suitable timer & contactors Bus Bar: 200 Amp 415 volt,50 Hz ,3 phase,4 wire Aluminium bus bar Outgoing: a)100 Amp 4 pole MCCB -4 Nos ,fault level for MCCB =25 kA b) 16 Amp 2 pole MCB -2 Nos ,fault level for MCB =10 kA