Request for Proposal (RFP) For Selection of Implementation Agency for Supply, Laying, Installation,Testing and Commissioning of Nashik & Trimbakeshwar City Network Backbone along with providing Operations & Maintenance Services- 1 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 3 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material 4 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. Laying By Grader/Paver 5 Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. 6 Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) 7 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 8 BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 40 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) 9 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 10 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 11 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material 12 Construction of dry lean cement concrete Sub- base over a prepared sub-grade withcoarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. 13 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. 14 Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. 15 Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. 16 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. 17 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge 18 Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) 19 Transportation of material obtained from excavation including soil, rubble,bricks,RCC concrete, kerb stones, steel railing, iron pipes, channels etc. Obtained from excavation, dismantling, loading in a Truck of minimum 5 Cu M capacity or designed capacity and transporting with a lead of 10km within the municipal limits or any designated place, unloading, stacking or spreading of material etc. complete. As directed by Engineer In charge 20 3KM 21 5KM 22 10KM 23 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade) 24 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 25 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. 26 Excavation for roadway in soft rock, including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. 27 Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 28 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources) 29 Compacting the hard murum side widths including laying in layers on each side withvibratory roller including artificial watering etc. complete. 30 Providing installation & fixing of FRP Network cables (OFC) Inspection Chamber of Required size including all labour & Transportation charges, chamber to be installed in proper alignment & level as directed by engineer incharge. Including all other charges & excluding GST. 31 0.900m x 0.900m x 1.000m 32 0.900m x 0.900m x 0.800m 33 0.900m x 0.900m x 0.600m 34 Removing and Refixing of interlocking concrete paver blocks of all thickness of plain finish/colour or any size and shape, fixing on 50mm stone grit bedding laid in proper position, Levelling, filling joints with stone dust, compacting by compactor as per IRC 063, clening including loading, unloading, transporting etc. complete as directed by Engineer-in-charge. 35 Supplying, erecting, testing & commisioning GI sheet 0.8 mm (22 SWG) having zinc coating of 275 microns with galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red leadpaint and 2 coats of enamel paint as per specification no. CP/SH/CR 36 Horizontal Direction Drilling (HDD)for Laying of 4 nos., 50mm outside diameter PLB-HDPE pipes (Excluding supply of pipes) in soft soil and hard murum at all depth including all necessary machine equipments and all other taxes excluding GST 37 Horizontal Direction Drilling (HDD)for Laying of 4 nos., 50mm outside diameter PLB-HDPE pipes (Excluding supply of pipes) in hard rock at all depth including all necessary machine equipments and all other taxes excluding GST 38 Supplying and erecting GI pipe 100mm dia. ‘B’ class at position with accessories complete as per specification no. CW-PLB/GP 39 Supplying and erecting high density polythene pipe ISI mark 40mm dia. Suitable for pressure of 6kg/cm2 connected to jet/submersible pump with required material complete 40 Supplying and laying (Excluding excavation) 120 mm outside dia. double wall corrugatedpipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete 41 Supply of96 Optical Fibre Cable with one year of onsite warranty- OpticalFiberSingle Modearmored RibbonType , Core :96 ,Standards : G.652D, all TIA/EIA,FiberCount : 96,FiberperRibbon:6,FiberColorin Ribbon: Blue, Orange, Green, Brown, Slate,White In accordance with EIA-598 standards, ,Nos.of Ribbonper Loose Tube:4, Ribbon Identification : Individual Ribbon Printed with respective numbers as1, 2, 3, 4,Nos. of Loose Tube:4, Nos. of Filler:1,Loose Tube Inner Diameter: 3.0 ± 0.2 mm, Loose Tube/Filler Outer Diameter: 4.0± 0.2mm, Loose Tube Colour: Blue, Orange, Green, Brown. Loose Tube Material : PBT,Central Strength Member (FRP) Size: 3.0+0.1/-0.0mm, Inner Sheath Colour; Black, Inner Sheath thickness (Minimum): 0.9, Inner Sheath Material: UV Stabilized ,HDPE GlassYarn Quantity (Minimum): 27kg, Outer Sheath Thickness (Minimum): 1.5mm, Outer Sheath Colour:Black, Outer Sheath Material: UV Stabilized, HDPE , Cable diameter: 17.8±1.0mm, Cable Weight: 230±8% kg/gm, Maximum Tensile Strength: 3000N @0.25% Fibre Strain, Cable code and length marking : complied to Telcordia GR-20 standards.Minimum Bend Radius :20D, Crush Resistance : 2000N/10x10mm, Kink : 10D, D isD is diameter of the cable, Lightning withstand current : complied to Telcordia GR-20 standards, Environmental conditions: Temperature Performance: -20ºC to +70ºC, Storage Temperature:-20ºC to +70ºC, Humidity: 85% or better,Maximum Cable dattenuation at1310 nm: ≤ 0.36, Maximum Cable dattenuation at 1550Nm: ≤ 0.23, Maximum Cable dattenuation at1625; Nm : ≤ 0.26 42 Supply, Installation, Testing and commissioning of 96 core fibre spliceclosure for ribbon fibres.Plastic moulded dome shaped housing with fibre management trays attached to an end cap. Provision for fiber slack storage (beneath the tray holder) for expressed stranded fiber with one year of onsite warranty 43 Laying of 96 core OFC cable by pulling/blowing method including opening of manhole, sealing of PLB HDPE pipes by rubber Bushes in manholes, providing HDPE/RCC/DWC Split Pipes in Manholes and Back filling of Manholes 44 Laying of 96 core OFC cable overheadby pulling/blowing method 45 Splicing of fibers in existing/new joined /handhold chambers for making straight/branch joints on existing/new routes and end to end testing of all fibers after splicing . 46 Supply & Laying of Nylon Rope (6mm) inside duct 47 SITC OF Route markers made of RCC (1:2:4) of length 1450 mm and a bottom cross section of 150mmx200mm tapering to 75mmx125mm at top shall be provided. Route markers shall be provided at 500 mm from the trench and away from the road centre, at an average of 100 m. Markers shall also be provided at major directional changes in route (from straight) and at both sides of all types of crossings. 500 mm of the marker shall be underground and 300 mm shall be above the ground. Joint Markers shall be provided at each joint location and shall be same as route markers except that they shall be different in colour. In case joint markers and route markers fall at the same location, route marker shall not be installed and only joint marker shall be provided. The route/Joint indicators shall be painted with Primer before painting with oil paint. The route indicators shall be painted with yellow paint and joint indicators shall be painted with red paint. The marking shall face the road. 48 SITC of 96 Port LIU 49 Supplying and installing single mode simplex pigtail with SC/LC splicing complete. (Patch cord) 50 Supply Installation Testing and Commissioning of Network Monitoring & Operations Management Platform (Perpetual License) 51 Operation and Maintenance charges for 2 years after Go-Live
