Construction of Railway under bridge in line passing through Dhani Mansukh 177-8/9 in Bhiwani District.

Providing Single phase Kirloskar diesel Generator 10 HP Kirloskar Diesel Engine – 7.4KW at 1500 RPM 10 HP. Kirloskar Air cooled diesel engines are quality, affordable, fuel efficient machines. This engine is light weight and requires low maintenance. It is perfect for pumping applications, including irrigation and industrial uses.

Nozzle of pump Providing and laying ISI mark heavy duty Nozzle of pump for Drainage of RUB all complete as per direction of Engineer -in-charge..

100 mm dia heavy duty suction pipe PVC flexible Suction and Delivery Hoses are designed incorporating a rigid PVC spiral as an integral part of the soft PVC wall. The anti-shock rigid spiral imparts superior crush resistance to the hose. Specially formulated PVC compounds develops a top grade medium duty Suction and Delivery hose for meeting the challenging service conditions in Suction and Delivery of water for irrigation purpose agriculture with electric mono block and oil engine. Also for Suction and Delivery of saline water, light acids, alkalies and other chemicals except solvents for conveying of granules or fine particles of raw materials in processing industries in general this flexible hose can work with superior efficiency and offers more service life compared to rubber suction and delivery hoses.

Launching of precast RCC box segments for RUBs/ Limited Height Subways (LHS) of any size and barrel length for single/double line as per approved drawings to the correct alignment and position in electrified / non-electrified sections safeguarding all utilities (SandT cable, power cable, OHE, pipelines etc.) including transportation of box segments from casting yard to site of launching, dismantling of the existing track, removing and stacking of ballast,cutting of formation and approach road below or above bed level, placing of base slabs and Box segments in position, back filling after launching of precast box segment,ballasting and re-laying of track to correct alignment and geometry, packing and further maintenance till allowing non-stop 20 KMPH over the re-laid track,complete in all respect to the satisfaction of Engineer-in-charge.The rate is all inclusive except the cost of RCC Box Segments, Base Slabs and backfill material which shall eitherbe supplied by railway or paid extra under relevant item. Note: Minimum equipment required during block shall be (i) Crawler mounted Hydraulic excavator of min 200 HP and bucket capacity 2.5 cum - 3 numbers and (ii) 3 cranes of adequate boom length suitable (USSOR No. 031150 and 031151)

Providing and applying two coats of coal tar or bitumen confirming to IS:3117– latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer (USSOR No. 025020)

Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly and erection of girders/slab/RCC Box etc. 100 MT capacity (USSOR No. 041205)

Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly and erection of girders/slab/RCC Box etc. 150 MT capacity (USSOR No. 041206)

Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixutre. (Cement wil be paid extra) Cement Sand Mortar (1:1) Grout with 20% anti-shrinkage compound w.r.t. cement (USSOR No. 052072)

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. (USSOR No. 052080)

Provision of barricading with contractor`s bamboos / balli vertical post of 75 to 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals and horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be completely removed when no longer required by engineer in-charge. (60% payment shall be made on provision of barricading at work-site) Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia. (USSOR No. 013050)

Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow and black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956- 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black and white anti-corrosive paint or powder coating complete, as directed. Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long Speed Indicator Board (USSOR No. 202022)

Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow and black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956- 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black and white anti-corrosive paint or powder coating complete, as directed. Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long Termination Indicator Board (USSOR No. 202024)

Arranging labour as and when required by the Engineer incharge,for various works under SSE/P.Way, with contractor`s TandP, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer incharge.Note : For the paying quantity, a total of 12 hours duty of a man will be counted as one manday and nothing extra shall be payable for night working. However, in a day, total working hours shall not exceed 12 hours. In case, working hours exceed 12 hours, separate manday shall be counted.Note :- Location shall be identified in advance.100% test check in advance to be done by concerned ADEN as a proof of identification and got signed by him. (USSOR No. 211210)

Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. (USSOR No. 025060)

Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum /earth/ Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor`s labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. (USSOR No. 211220)

`Providing supplyying, carriage. loading,unloading, driving and extracting and back carriage after comletion of work i/c loading and unloading of steet pile GU-28N complete in all respect to the entire satisfaction of Engineer-in-charge as per drawings and design of CSIR-CRRI (NS) Detail:- ( L x B x Weight kg/sqm) 13mm sheet (10X0.650X150) = 975 kg in one block, Effective cover Area 10X0.40=4.0 Sq mtr./ 975 kg ` Area of sheet pile 1 No. Block = (0.650) in 0.400 m Length, as per shape of sheet pile (30 m Length along Railway R.C.C Box = 30/0.4= 75 Block along Railway R.C.C Box i.e (2x15) = 30 Total Length

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