Provision of 3.0 m wide Foot Over Bridge connecting Platform No. 1 and Platforms No. 2/3 at Ludhiana end in lieu of existing Foot Over Bridge (due to completion of codal life) at Rajpura Railway Station on Ambala - Ludhiana section.

Supply of structural drawing for FOB including all details duly submitting design calculations for loads etc.including Gangway,Staircase, Ramp etc. as required and including design 1 of foundation, substructure and super structure etc. to required size completely including all corrections in design and drawing till approval of competent authority and submission of design booklets and drawing with dimensions and reinforcement details in duplicate duly signed by the designing consultancy with seal on each page of design booklets and in drawing including GST applicable and as directed by the engineer in charge. Unit =Each Job

Arranging the proof checking for the design by IIT/NIT or equivalent institute..UNIT : Each job

Conducting detailed soil investigation and submission of soil investigation report in hard copy in duplicate duly specifying the SBC of soil in each type of strata of soil at every 1 mtr 3 depth upto required depth and as directed by the Engineer-in-charge. Showing each soil type at different depth with reference to rail level at site. The each page of the soil investigation booklet shall have the signature of the investigation agency with nameand seal. (Soil reports to be submitted along with the first bill)

Preparation of General Arrangements Drawing (GAD) along with site plan longitudinal section of Track/ Road to the required length/as directed by Engineer-in-charge, temporary 4 arrangement drawing (TAD) depending on site conditions as per railway sub-structure code and as per the direction of Engineer-in-charge including collection of site details from site. Submission of check print for verification by both Railway and road authorities and after verifying submission of the final drawing plotted on latest tracing material for approval of competent.

Item Breakup - 01-Part "A" for NRUSSOR-2021 items

cum Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

20.00 3 graded stone aggregate 20 mm nominal size) AMBALA DIVISION-ENGG/NORTHERN RLY

105.00 batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

30.00 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

350.00 abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

300.00 I-girders, T-girders, Box girders etc. up to 5m above ground level. AMBALA DIVISION-ENGG/NORTHERN RLY Supply and using Cement at Worksite

130.00 brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

38000.00 Fe-500D or more of approved brands/makes.

800.00 and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1- 2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

4000.00 65mmx 8mm or any other size conforming to IS:2062 in the nosing of steps of stair cases of Foot Over Bridges including provision of 10mm dia, anchor bar 600mm c/c and fixing with main girder with M.S. flat, making anti- slip arrangements over the top of nosing as per approved scheme given by Engineer in charge with all material, labour, T&P as a complete job. Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

2000.00 paid extra. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

140.00 structures, such as columns, beams, girders, other members of FOBs and sheds; including leading all structural elements within 1 Km lead, bolting, riveting or welding as per approved drawing or as directed by Engineer In-charge. Rate shall include cost of labour, materials, tools & plants and only pre- fabricated structural elements shall be given by Railway. (Work not requiring traffic or power block).

140.00 executed under traffic or power block. AMBALA DIVISION-ENGG/NORTHERN RLY

55.00 129732.28 and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in- charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

200.00 minimum 1.10 cum bucket capacity

200.00 crane of 12T capacity for misc. works of handling of material

100.00 other misc. works. Total 16647440.73

Item Breakup - 02-Part "B" for DSR-2021 items