Emergency work at Bridge No. 196 WJC at KM 126/13-17 on DUK section due to Severe damage of Canal bed brick flooring, bridge apron, Canal CC lining, which is very close to the Piers & abutments of bridge on the basis of Model study/consultancy of IIT Roorkee.

approved plan including cost of shuttering, de-shuttering, scaffolding, curing of concrete for specified period including the use of mechanical/electrical vibrator and mixer including all lead, lift, ascent, descent, crossing tracks, nallah or any other obstructions, providing drainage arrangements and temporary shoring arrangements wherever required as per approved plan or as directed by Engineer Incharge with all labour and materials as a complete job, So nothing extra shall be paid to this effect whatsoever the case may be.The rates will also include cutting , bending ,binding of steel reinforcement ,placing & removal of all form work , cost of admixture(plasticizer,super plasticizer , or retarder etc) as per approved mix design .Steet reinforcement (except binding wire) and cement will be paid under relevant USSOR items. NS 2 250.00 Hour 459.00 114750.00 AT Par 114750.00 Description:- Complete item rate for making Arrangement of light to work in night hours as and

transporting of all men and machines all taxes etc, so nothing extra will be paid except the accepted rates whatsoever the case may be. Payment shall be made for actual working hours of generator. (LOA No. DELHI DIVISION-ENGG / NIT-06-24-25 / 00921040110417) NS 3 400.00 cum 646.47 258588.00 AT Par 258588.00 3 Description:- Supply of Fine sand (Zone IV) (Ordinary Sand) NS 4 500.00 Hour 5103.57 2551785.00 AT Par 2551785.00 Description:- Item rate for Hire Charges of Poklain Machine(Excavator) for working day and night,

required for placement of segment, including loading, unloading of earth, malba off the ground etc., including all charges, such as fuel, carriage, driver's wages, with all labour, material as a complete job. So nothing extra shall be paid to affect this item whatsoever the case may be NS 5 216500.00 Kg 144.64 31314560.00 AT Par 31314560.00 Description:- "Design, Supply, Cutting, Fixing, Fabrication of Sheet Pile of required shape & size, thickness, depth and height conforming to IS 2314 including loading, unloading, leading, assembling

material taxes as a complete job. This also includes removing the MS Sheet Piling after completion of Underpass Work. Note: The cost of released MS Sheet Piling will be recovered under relevant rebate Item""" NS 6 120000.00 Kg -8.63 -1035600.00 AT Par -1035600.00 Description:- Deduction Rate for Non Schedule Item i.e. Straightening, cutting, bending, placing in

Straightening, cutting, bending, placing in position and binding, of Reinforcement steel paid in common in NS Item

cum 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.

100 Turfing with planted doob grass. Sqm Total 1125997.00 Item- 2 Chapter-2:Bridge Sub structure S No. Item Description of Item Unit Qty Rate Amount No Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.

Metre DELHI DIVISION-ENGG/NORTHERN RLY

40.00 undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

40.00 disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

4.00 IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge

of intervals Conducting laboratory Tests on collected soil samples as per relevant IS code

analysis analysis

Each Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Each Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

cum DELHI DIVISION-ENGG/NORTHERN RLY 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 :

500.00 graded stone aggregate 20 mm nominal size) Centering and shuttering including strutting, propping etc. and removal of form for :

150.00 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

1800.00 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.

110000.00 Fe-500D or more of approved brands/makes. Total 25588265.76 Item- 3 Chapter -5: Bridge Works - Misc. S No. Item Description of Item Unit Qty Rate Amount No

250.00 bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

250.00 approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra.

250.00 than 35 kg each at specified bridge locations.

550.00 Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm. 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).

50.00 13880.99 combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. DELHI DIVISION-ENGG/NORTHERN RLY

3200.00 opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra.

2000.00 from any location. Payment to be done for Hour Horse power of pump multiplied by pumping hours. Total 4579834.00 Item- 4 Chapter-21:(Miscellaneous items) 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.

400.00 minimum 1.10 cum bucket capacity

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

250.00 other misc. works.

9000.00 by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Total 745273.50