Provision of sheeting, approaches, etc. of LHS at closed L-Xing no. 214/C at Km 590/9-591/0 between Tinich-Gaur stations & 219/C at Km 595/8-9 between Tinich- Babhnan stations in Gonda-Gorakhpur section of Lucknow Division, N.E. Railway.

Item Breakup - A-Schedule - (DSR-2021) items:

Item Breakup - B-(USSOR-2021) items:

158.30 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.

694.50 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item.

230.00 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. Centering and shuttering including strutting, propping etc. and removal of form for :

1210.00 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 Supply and using Cement at Worksite CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY

275.00 brands/makes

Portland 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.

64340.54 500D or more of approved brands/makes. Total 11890473.58 All the item as per attached Annexure-B-02 (Chapter -04) based on USSOR-2021 and any other Item- 2 items not included in this annexure but provided in Chapter-04 of USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

7.00 93412.10 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. Total 653884.70 All the item as per attached Annexure-B-03 (Chapter -05) based on USSOR-2021 and any other Item- 3 items not included in this annexure but provided in Chapter-05 of USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

50.00 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. 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 admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra).

3000.00 compound w.r.t. cement.

5000.00 from any location. Payment to be done for Hour Horse power of pump multiplied by pumping hours. Total 2327711.00 CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY All the item as per attached Annexure-B-04 (Chapter -21) based on USSOR-2021 and any other Item- 4 items not included in this annexure but provided in Chapter-21 of USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No 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.

100.00 minimum 1.10 cum bucket capacity Total 78172.00