Construction of the hump, cross- drain, side drains, soak well and covering shed at the LHS no 47A and 49 in the section of SSE/W/GGN under ADEN/DEE.

Item Breakup - A-Schedule A

Item Breakup - C-Schedule C

"Item rate for Pneumatic Drill for demolition of Hour CC, brick, washable apron, RCC or any other hard structure, complete. The rate includes all labour, tools, plants, machinary, ascent, descent, cost of operator, fuel, diesel/petrol, including all taxes, incidental charges etc., complete. So nothing extra shall be paid to affect this item whatsoever the case may be. "

Complete item rate for desilting of soak-well, Each drain and roads at LHS including digging of silt upto 8 mtr depth, lifting, leading and desposing silt outside of railway boundary, cleaning of pipe, Dewatering,complete nothing extra will be paid whatsoever the case may be. Note :- Item includes two no. soak well/sump well & complete LHS

Item rate for Erecting, leading, loading, MT unloading, rehandling precast RCC well segments or any other Structure in any shape from site of casting to Site of erection and fixing the same on bridge with sufficient capacity of road crane up to 75 MT and lifting of joints as per instruction of site engineer, including all lead, lift, loading, unloading, crossing of nallah, track, including all taxes, octroi etc. levied by state/ central govt. So nothing extra shall be paid to affect this item whatsoever the case Total 738856.30

Item Breakup - B -Schedule B

200.00 minimum 1.10 cum bucket capacity

100.00 of 12T capacity for misc. works of handling of material Total 259540.00 All items under chapter No.5 i.e. Chapter of Bridge Works Miscllaneous of NR/DLI USSOR-2021 Item- 2 edition(Corrected upto date) complete for all L&M as per Indian Railways Unified standard Specifications (Formation works, Bridge works & P.Way works) (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No DELHI DIVISION-ENGG/NORTHERN RLY

300.00 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).

250.00 compound w.r.t. cement.

200.00 than 60-90 minutes for bonding of new concrete with old concrete @ 0.80 kg/sqm a n d as per specifications including cleaning the surfaces complete as per approved procedure. Removing all loose concrete, cleaning rust with dusting compound & water jet, drying, replacing worn out reinforcements by welding new reinforcement for making up lost steel section, applying approved anti-corrosive polymer coating over the damaged area to proper profile, providing polymer mortar (up to 20mm thickness) or polymer concrete (more than 20mm thickness) consisting of cement, sand, 6mm down chips where required and polymer as per manufacturers' specification. The rate includes curing for 14 days, all materials, consumables, labours, tools and plants, scaffolding/staging with all lead and lift. Note: Cost of reinforcement, if used, to be paid separately.

5000.00 any location. Payment to be done for Horse Hour power of pump multiplied by pumping hours. Total 1547590.50