Execution of the work of: (i) Cess repair & strengthening of bank under SSE/P.Way/HIJ and construction of central drain in between BLDA-NSI under SSE/P.Way/DNT, (ii) Augmentation facilities in RGM siding at HIJ & DTN under ADEN (South)/KGP. (2nd Call)

A-Execution of all works covered under Schedule-A 2664893.62 Below/P

B-Execution of all works covered under Schedule-B 2686937.00 Below/P

C-Execution of all works covered under Schedule-C 2562310.18 Below/P

D-Execution of all works covered under Schedule-D 5691522.06 Below/P

E-Execution of all works covered under Schedule-E 7450841.26 Below/P

F-Execution of all works covered under Schedule-F 3624083.55 Below/P

G-Execution of all works covered under Schedule-G 1589390.33 Below/P

H-Execution of all works covered under Schedule-H 748282.17 Below/P

I-Execution of all works covered under Schedule-I 2462904.00 Below/P

Item Breakup - A-Execution of all works covered under Schedule-A

Supplying, driving and erecting in all types of Metre soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile. Total 1466080.00

Item Breakup - B-Execution of all works covered under Schedule-B

Cess repair/widening work as per RDSO cum Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.

Extra over item 113010 for earth-work for cum making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non- cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. Total 2550486.00

Item Breakup - C-Execution of all works covered under Schedule-C

Supplying of stone boulders weighing not less cum than 35 kg each at specified bridge locations.

Laying Pitching with Stone Boulders supplied by cum Railway with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment as per drawings and technical specifications. Note: Filter media to be paid under relevant item. Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). KHARAGPUR DIVISION-ENGG/SOUTH EASTERN RLY

Supplying & placing of Mechanically Woven cum Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes, Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire dia. 2.7/3.7mm (ID/OD), edges of meshes mechanically edged / selvedged with heavy coating of galvanization as per EN 10223- 3/ASTM A 975 with partitions at every 1m interval and properly packed with approx. 150mm size boulders including transportation and placing at indicated places as per direction of engineer-in-charge including contractor's tools, plants, labour, royalty charges etc. complete in all respect and stitching with lacing wire of dia. 2.2/3.2mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the material by head load from nearest approach with all safety precautions and all leads and lifts. 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.

JCB Backhoe Loaders 3DX Plus or similar with Hour minimum 1.10 cum bucket capacity Total 2432188.12

Item Breakup - D-Execution of all works covered under Schedule-D

Item Breakup - E-Execution of all works covered under Schedule-E

Item Breakup - F-Execution of all works covered under Schedule-F

Item Breakup - G-Execution of all works covered under Schedule-G

Item Breakup - H-Execution of all works covered under Schedule-H

Earth work in embankment from Railway land cum for repairing of cess/formation/level crossing, rain cuts etc. to make the surface to the desired level and slope to the entire satisfaction of Engineer-in-charge. The rate will include free lead upto 200 M, all lifts, descends, ascends, crossing of track/road/nallah etc. including breaking of clods etc and compaction by rollers/rammers/temping rods etc. Note - This item is only to be paid when specially ordered in writing. [USSOR-2010 item No. 014090], plus Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in : All kinds of soils [USSOR-2010 item No. 011011], less Extra for lead of earth work above initial lead of 50m, in all kind of soils and rocks : for every 50 m or part thereof - lead over 50m and upto 150m [USSOR-2010 item No. 011051], less Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils [USSOR-2010 item No. 011070]. [USSOR-2010 item No. 014090 + 011011 - 011051 - 011070; Rate = Rs.75.96 + Rs.87.81 - Rs.10.98 - Rs.8.20 = Rs.144.59/-] Total 578360.00

Item Breakup - I-Execution of all works covered under Schedule-I

Supply, supervision of Geosynthetic Cementitious Composite Matt (GCCM) of thickness 8mm to be laid at catch water drain, side drain protection in cutting/filling etc as per requirement. The work involved laying of Geosynthetic Cementitious Composite Matt as per specification and methodology mentioned in the respective product literature in proper way with all required fixtures and fastenings as a complete job as per instruction and satisfaction of Engineer in Charge with contractor's own materials, labour with all lead, lift, T&P etc. The quoted rate also includes cost of all materails, transportation and supply at site, installation, fixing, pegging, curring, complete in all respect nothing shall be paid separately the rates are also inclusive of GST and all other taxes. Overlapping of upto 100mm will be provided between two consecutive GCCM patches, as well as around the edges of side drains, to ensure impermeability.This quantity will be taken for measurement. Total 2462904.00