Bangalore Metro Rail Corporation Limited Tender

US004 - Polyvinyl Lubricated Bond (PLB/HDPE) pipe OD 40 mm

US005 - Straight Joint Kit for Optical Fibre Cable : 48F

US006 - Collars for PLB pipe

US007 - UG Cable Surveying: Detailed survey along the route alignment by using Modern Survey equipment like DGPS / Total stations / Digital theodolites / GPS including profiling by using computer aided techniques as detailed in the scope of work, includes the following: Drawing the route profile including features like Roads, Railway lines, drains, park, gardens, P&T Lines, Railways crossing etc., Preparation of cable route profile and final cable route alignment, marking lines and grades.Leveling of the profile with reference to Survey of India bench marks (MSL). Line Schedule along the Right of Way. Soil resistivity along the selected route with measurement at a distance not exceeding 2 km. Route marking along the route with GPS Co-ordinates at every 50 m duly marking road/powerline/railway line/ telecommunication/crossings. Making 150 mm dia bore holes for a depth not less than 3 m or refusal strata at every 50 m for soil classification along with GPS Co-ordinates for each bore holes and back filling of bore holes on completion of work. Burgie details and providing GPS, Co-ordinates at every 50 m, turning points including permanent marks, like poles, telephones lines, buildings etc., Submission of detailed consolidated final report for surveying work done appending all the reports including all relevant information collected during survey, calibration certificates of the instruments used for the work, photos/ videos taken at site and submitting soft copies of all documents and hard copy of reports in 6 sets. The detailed report shall contain detailed Survey Report/Soil Resistivity Report/ Line Schedule/Land schedule/Geo referenced and superimposed on the line corridor. Note: Minimum 1km length shall be considered for payment.

US008 - Laying including Testing & Commissioning :EHT single core XLPE copper cable in trefoil,tapping, fixing pipes for drain and gate crossingas per drawings & specification in trench pipes, ducts by pulling, drawing etc., handling of cable drums, paving out cables using standard cable installation equipment. NOTE: The rate per m shall include laying one circuit per m each circuit consisting of 3 nos. of single core cables including transport of cable drums material equipment to site and retaining unused items to stores

US009 - Handling and making normal straight joints/Insulated shield break type Joint for EHV power cables with all consumables at site etc., complete. For 66kV UG Cable.

US010 - Laying, installation, testing & Commissioning of Unarmoured Underground FO Cable (12F/24F/48F DWSM)

US011 - Handling and making normal straight joint closures for 48 Fibre DWSM Optical fibre cable with all consumables at site complete.

US012 - Rewinding of 630 Sqmm UG Copper Cable from existing line deducting the cable around both erminating ends. Cable to be released. (Approx. (620-180= 450 Ckt Mtr = 0.45 Ckt kM ) Note: Actual Length of the cable will be calculated at the time of execution.

US013 - Loading and Unloading of Cement or Steel by Manual Means and Stacking. Loading and Unloading Released Good 240 Sqm UG Cable of Approx Weight: 2.0 MT

US014 - Transportation from dismantling site to peenya stores using 10 MT Truck & Trailor for approx 32 kM distance to and fro. (10 t X 50 kM = 500 t.kM) Note: Rates considered as below Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 32 km = 320 t.km is considered

US015 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): A.Earth work excavation in all kind of soil

US016 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): B.Back filling

US017 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): C. PCC 1:4:8

US018 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): D. RCC M20

US019 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): E. Reinforced Steel

US020 - esign, Engineering and construction of RCC Cable Joint Bays to accommodate jointing of 3Nos of single core 240 Sq mm 66KV XLPE UG Cable as per specifications, drawings and directions of the Engieer incharge of the work. Note: 2 No.s of JB at both ends (Approved drawing of Sorahunase Substation are considered for calculation): F. Sand filling

US021 - arth work excavation: for laying of 66 KV 630 Sq mm UG cable in open ground and beneath the road surface in different strata of soil by mechanical means and manual means including deposition of earth on back with all leads and lifts including Shoring, Strutting, providing Caution Boards, Danger lighting , Bracing, Sheeting, Bailing out of water, Barricades and other works not spcifically mentioned herein but required for the completion of work in all respects. : a) Normal soil

US022 - arth work excavation: for laying of 66 KV 630 Sq mm UG cable in open ground and beneath the road surface in different strata of soil by mechanical means and manual means including deposition of earth on back with all leads and lifts including Shoring, Strutting, providing Caution Boards, Danger lighting , Bracing, Sheeting, Bailing out of water, Barricades and other works not spcifically mentioned herein but required for the completion of work in all respects: b) Soft Rock/Ordinary Rock/Laterite

US023 - arth work excavation: for laying of 66 KV 630 Sq mm UG cable in open ground and beneath the road surface in different strata of soil by mechanical means and manual means including deposition of earth on back with all leads and lifts including Shoring, Strutting, providing Caution Boards, Danger lighting , Bracing, Sheeting, Bailing out of water, Barricades and other works not spcifically mentioned herein but required for the completion of work in all respects. : c) Hard rock

US024 - ismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means in the following classification of road surface.: a) Bituminous course

US025 - ismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means in the following classification of road surface.: b) Granular courses

US026 - HDD method for laying of 66 kV UG Cables: Installation of 3 rows of HDPE pipes PE 80 PN6 of 160 mm dia using Horizontal directional drilling technique (HDD method) including preparing and setting up the plant and equipment, preparing and installation of new pipe work materials and commissioning system or making the system ready for commissioning by HDD operation including all excavation, oring/strutting etc., drilling, stringing, ramming and pulling back the new work on the design bore path alignment, proper disposal of drilling fluid and restoration of site after completion etc., for HDD technique suiting Indian conditions in all types of soil. (A) 3 Runs of 66kV Cable 630 sqmm UG cable.

US027 - Providing M-Sand: Supplying and filling in plinth, foundations / UG cable work with approved M-sand including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges,required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure.

US028 - Design, Engineering, supplying RCC Protection covers (with M20 grade concrete and Fe 415 steel) handling and covering the cables in the trench.

US029 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

US030 - Disposing off surplus earth, debris, debris of excavation after backfilling including handling and transporting with all leads and lifts to any notified areas of disposal point of the local bodies.

US031 - Road Restoration: Construction of Granular Sub-Base of grading VI as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

US032 - Road Restoration: 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

US033 - Road Restoration: Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means

US034 - Road Restoration: Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA: Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. 505 complete in all respects.

US035 - Road Restoration: Tack coat on Bituminous surface:Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

US036 - Road Restoration: Bituminous Concrete Grading II for traffic less than 20 MSA: Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, remixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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

US037 - Surface Drains in perforated HDPE pipe: Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system including all necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with greater than 60% of the circumference consisting of open area and a 30 percent solid area along the invert. The product should satisfy the following parameters as below: 1. Ring Stiffness as per ISO 9969: 2016 should be greater than 0.8 kN/m2 2. Resistance to Acid with 3 percentage HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3 percentage KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spilling. (Excavated material to be utilised in roadway at site) 160mm dia HDPE pipe

US038 - Design, Engineering, supplying RCC Cable Route Markers and Joint Markers for every 50 meters (with M15 grade concrete and Fe 415 steel) , handling and fixing in position as per drawing OR ROUTE MARKERS USED FOR GAIL GAS PIPE LINE TYPE and directions of the Engineer incharge of the work .

US039 - Supplying and providing PVC Warning Tapes 200mm wide & 300 Microns thick as per specifications, drawings and directions of the Engineer incharge of the work.

US040 - Miscellaneous and rounding off