Leftover miscellaneous work for phase I & II (Gorakhpur Cantt (incl) to Kaptanganj (incl)) in connection with Gorakhpur Cantt - Valmikinagar doubling project in Varanasi division of N. E. Railway

A-All items of Chapter - 1.0 (Earth Work) of USSOR-2021 6443764.22 Below/P

Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, 1 mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall b e made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ2

Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, 2 mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall b e made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ3

Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area. Turfing with planted doob grass. Above/

A-All items of Chapter - 2.0 (Bridge Work-Substructure) of USSOR-2021 112603.67 Below/P

Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. Above/

A-All items of Chapter - 5.0 (Bridge Work-Misc.) of USSOR-2021 1626801.39 Below/P

Providing and laying of filter media consisting of granular materials of GW, GP, SW 1 groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.

Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.

Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 3 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). 300mm dia.

Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 4 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). 450mm dia.

Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 5 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). 600mm dia. Above/

B-All items of Sub Head - 2.0 (Earth Work) of DSR-2021 451475.00 Below/P

B-All items of Sub Head - 4.0 (Concrete Work) of DSR-2021 8730780.00 Below/P

B-All items of Sub Head - 5.0 (Reinforced Cement Concrete Work) of

B-All items of Sub Head - 6.0 (Masonry Work) of DSR-2021 4066370.00 Below/P

B-All items of Sub Head - 8.0 (Cladding Work) of DSR-2021 367350.00 Below/P

B-All items of Sub Head - 9.0 (Wood Work and PVC Work) of DSR-2021 130357.50 Below/P

B-All items of Sub Head - 10.0 (Steel Work) of DSR-2021 7196185.00 Below/P

B-All items of Sub Head - 11.0 (Flooring Work) of DSR-2021 5454910.00 Below/P

B-All items of Sub Head - 12.0 (Roofing Work) of DSR-2021 399725.00 Below/P

B-All items of Sub Head - 13.0 (Finishing Work) of DSR-2021 1084600.00 Below/P

B-All items of Sub Head - 16.0 (Road Work) of DSR-2021 289455.00 Below/P

B-All items of Sub Head - 17.0 (Sanitory Installation Work) of DSR-2021 327713.50 Below/P

B-All items of Sub Head - 18.0 (Water Supply Work) of DSR-2021 1437801.00 Below/P

B-All items of Sub Head - 21.0 (Aluminium Work) of DSR-2021 965750.00 Below/P

C-Non Schedule items related to Crate Boulder work as per Annexure-

Providing and making structure with mechanically woven double twisted Hexagonal shaped mesh wire gabion boxes/cylinder as per IS 16014, MORTH clause 2500 of required size mesh 1 type 10x12 ( d=10 mm with tolerance of +-2%) Zinc coated wire mesh diameter 3.0 mm mechanically edged/ salvaged with partitions at every 1 m interval and shall have minimum 10 number of openings per meter of mesh perpendicular to twist, tying lacing wire of diameter 2.2 mm supplied @ 3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer in-charge including cartage of boulders and other material up to site, all leads lifts ascends, descends, track crossing etc. complete work.

Additional item to be paid over Item no. 7 above, if work of gabion is to be executed Underwater. This includes cost of Barge/ boat, cranes, excavators, additional labour etc.

Dry Stone pitching 600 mm thick including suppling of stone and preparing of surface on Embankment slope, Guide bund, Spur Bridge abutment, wing wall etc. with all lead, lift, ascent, descent track crossing etc.