(I) Provision of new Foot Over Bridge (FOB) at Adityapur Station. (II) Provision of balance and additional work at Adityapur Railway Station.

Item- 1 Provision of new Foot Over Bridge (FOB) at Adityapur Statin.

S No. Item No Description of Item Unit Qty Rate Amount

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

Drilling of NX size borehole (75mm dia.) in all

types of hard rock and collection of rock core

samples from boreholes and preserving in

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.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

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.

5 021130 Conducting standard penetration test as per Each 8.00 751.44 6011.52

IS:2131 at approximate1.5m intervals in bore

holes, as directed by the Engineer in charge

Conducting laboratory Tests on collected soil

samples as per relevant IS code

9 021154 Grain size analysis including Hydrometer Each 8.00 706.46 5651.68

14 041020 Supplying and fixing HSFG bolts of any dia Kg 604.00 199.91 120745.64

and any length with suitable nuts including

DTI washers conforming to IRS-B1-2001 for

bridges and steel structures with contractors

labour, tools and plants and lead and lift etc.,

Metallizing of steel work of girders with

sprayed aluminium after surface preparation

by Sand/grit blasting, followed by one coat of

etch primer (IS:5666) & one coat of Zinc

Chrome primer (IS:104) and two coats of

aluminium paint (IS:2339) with all labour,

T&P and material as a complete job duly

conforming to all relevant specifications and

process given under Clause 39 of IRS-B1-

2001. Note: Nominal Thickness of sprayed

Aluminium coating shall be 150 microns. DFT

of Zinc chrome primer shall be 25-30 microns

a n d DFT of each coat of Aluminium paint

shall be 12-14 microns.

Providing and fixing various size HTS holding

down bolts conforming to relevant

Codes/Specification in concrete column or in

other structures with proper nuts, bolts,

washers/plates, grouting of holes with

cement or epoxy concrete with all material,

labour, T&P as a complete job.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

17 041370 Supplying fabricating and erecting welded MT 120.00 114366.59 13723990.80

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.

For provision of doglegged ramp in connection with Provision of new Foot Over Bridge (FOB) at

Adityapur Station

S No. Item No Description of Item Unit Qty Rate Amount

Metallizing of steel work of girders with

sprayed aluminium after surface preparation

by Sand/grit blasting, followed by one coat of

etch primer (IS:5666) & one coat of Zinc

Chrome primer (IS:104) and two coats of

aluminium paint (IS:2339) with all labour,

T&P and material as a complete job duly

conforming to all relevant specifications and

process given under Clause 39 of IRS-B1-

2001. Note: Nominal Thickness of sprayed

Aluminium coating shall be 150 microns. DFT

of Zinc chrome primer shall be 25-30 microns

a n d DFT of each coat of Aluminium paint

shall be 12-14 microns.

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

2 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 195.00 940.74 183444.30

crane of 12T capacity for misc. works of

handling of material

Item- 3 Provision of balance and additional work at Adityapur Railway Station.

S No. Item No Description of Item Unit Qty Rate Amount

Providing road crane of specified lifting

capacity with specified jib length revolving

type for material handling, assembly &

erection of girders/slab/RCC Box etc.

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

CKP-DIVN-ENGG/SOUTH EASTERN RLY

2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 50.00 808.46 40423.00

minimum 1.10 cum bucket capacity

Schedule Schedule D-Execution of all works as per NS/SPL items

Item- 1 For New Foot Over Bridge (FOB) at Adityapur Statin.

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Supplying, providing, welding of Stud shear Kg 800.00 247.68 198144.00

connecter(minimum yield stress of

385N/mm2, a minimum tensile strength of

495N/mm2 and a minimum elongation of 15

% prior to the cold formation of the head) by

stud arc welding method with flange of steel

girder as per designed parameters. The studs

and the surface to which the studs are

welded shall be free from scale and rust,

metal spray, grease, oil, paint or other

material which would affect the quality of the

weld. Stud shear connectors shall conform to

property class SD1 of BS EN ISO 13918:2008

and shall be subjected to the Ring test &

Bend test as per EN 5400-6. Rate include

transporting the material at all height

including fixtures, back up supports,

accessories, including loading, unloading, lift

and taxes complete. Trained personnel shall

carryout the welding of Stud shear

connector. Guidelines as per IRS B-1(latest

version) BS EN ISO 13918:2008 & BS-5400 to

be followed. Summary of BS EN ISO

13918:2008 provisions have been enclosed

as special specifications

CKP-DIVN-ENGG/SOUTH EASTERN RLY

2 2 Supplying of structural steel and "fabricating, MT 60.00 103685.25 6221115.00

assembling, erecting for construction of Foot

Over Bridge. The work is to be executed by

contractor with contractor's complete

materials, tools & plants, all consumable

supplied by contractor as required as per

approved drawing of Foot Over Bridge and as

per the direction of Engineer-in-Charge,

inclusive of all modifications/alterations to

Railway's approved Drawing, complete in all

respect with submerged are welding and

other approved process as per approved

drawing." "Mode of Payment: 1) 40%of

accepted rate will be paid after supply of

steel materials as per drawing & pass of test

report of structural steel (Voucher of

Purchase the structure steel should be

produced along with bill). 2)30% of accepted

rate will be paid after fabrication of girders &

trestle of Foot Over Bridge. 3)25%of

accepted rate will be paid after erection &

launching of girders & trestle of Foot Over

Bridge. 4)5% of accepted rate will be paid

after completion the work of Foot Over Bridge

in all respect. NOTE: a) All structural Steel

sections shall conform to IS 2062 as per

provisions in RDSO's specification .b)The

rates are deemed to include cost of all bolts

& nuts, welding, Clamps, jig & fixtures,

fabrication bed and covered shed etc for

fabrication purpose c) The rates are deemed

to include all labour, tools &

plants/equipment, machinery, assembly

cranes, consumable sand transportation cost.

all leads, ifts, crossing of Railway lines,

natural river/streams inclusive and complete.

d) The rates are deemed to be inclusive of all

taxes such as GST, levies, royalty etc.as

leviable by Centre, State or local authorities

complete. e)The girder components of

girders and trestles shall be inspected &

passed by Rly's authorised representative as

per Technical Specifications & requirements.

f)Manufacturer's Test Certificates and Tests

required as per Specifications shall be

furnished/carried out at contractor's own

cost. g)Welded bridge code 1972 with upto

date correction slip to be followed. h) Railway

crane will be provided to facilitate the

launching of Girder of Foot Over Bridge on

Railway""scost. If Contractor provide the

crane for launching of Girder of Foot Over

Bridge then crane charges will be paid

separatly to the contractor.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

3 3 Launching & placing of Girder of the Foot Each 1.00 381465.67 381465.67

Over Bridge in required location using Road Span

crane including contractor's all labours,

materials, all consumeable fuel etc, tools and

plants lead, lift, GST and all taxes etc

complete as per instruction of Engineer-in-

charge. "Note :(1) The work includes Fixing of

slings, cost of slings, lifting of FOB. (2)The

work includes all pre work such as placement

of girder at an appropriate location on

platform as required, fixing of slings as per

requirement and placement on the column

and fixing of bolts after placement of girder

over the column The work includes cost of

manpower, operations machines, gas cutting

equipments and is inclusive of execution of

work under traffic com power block.(3)The

work is inclusive of all lead, lifts, track

crossing and all other hidden operation

during placement of the FOB girder between

Platform and required location. (4) The work

is inclusive of all taxes, octroi, road tax for

cranes, vehicle etc. (5) The work may be

done during day or night hours as per the

timing of traffic cum power block granted by

Railway. In case of of night working, light

arrangements will be provided by the agency

at his own cost.(6) In case of Nonavailability

/ncancellation of traffic cum power block, No

contractor's claim will be accepted.(7)Crane

will be applicable only for launching of Girder

only. (8) No other charges will be paid for

launching of Girders of FOB."

Item Breakup - A-Execution of all works as per items of CPWD DSR 2023 (Except Reinforcement steel)

88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and 18.10 making good the walls etc. ( Internal work - Exposed on wall ) 68 18.10.1 15 mm dia nominal bore Metre 200 366.4 73280 69 18.10.2 20 mm dia nominal bore Metre 150 437.3 65595 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 70 18.12.1 15 mm dia nominal bore Metre 300 322.15 96645 71 18.12.2 20 mm dia nominal bore Metre 250 368.6 92150 72 18.12.3 25 mm dia nominal bore Metre 200 467.75 93550 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 73 18.15.1 15 mm nominal bore Each 100 353.25 35325 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 74 18.17.1 25 mm nominal bore Each 20 622.4 12448 75 18.17.1A 20 mm nominal bore Each 25 539.95 13498.75 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 76 18.46.3 25 mm nominal bore Each 10 439.25 4392.5 77 18.46.5 40 mm nominal bore Each 10 631.3 6313 18.54S PTMT FITTINGS Providing and fixing PTMT pillar cock of 18.56 approved quality and colour. 18.56.1 15 mm nominal bore, 107 mm long, Each 20 208.45 4169 78 weighing not less than 110 gms Providing and fixing PTMT, push cock of 18.57 approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, weighing Each 200 112.8 22560 79 not less than 75 gms 21.0 ALUMINIUM WORK CKP-DIVN-ENGG/SOUTH EASTERN RLY 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent Kg 150 495.05 74257.5 or dyed to required shade according to IS: 80 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent Kg 50 598.6 29930 or dyed to required shade according to IS: 81 1868, Minimum anodic coating of grade AC 15) Total 15258566.75 Provision of Platform shelter in connection with Provision of balance and additional work at Item- 5 Adityapur Railway Station. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 2.6 in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 270 177.5 47925 2.27 Supplying and filling in plinth with sand under cum 18 2123.75 38227.5 2 floors, including watering, ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 45 7294.7 328261.5 derived from natural sources : 6 graded stone 3 aggregate 20 mm nominal size derived from natural sources) CKP-DIVN-ENGG/SOUTH EASTERN RLY Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, 4.2 struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 90 9895.2 890568 derived from natural sources : 4 graded stone 4 aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 5 4.3.1 Foundations, footings, bases for columns Sqm 270 392.15 105880.5 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) cum 36 9045.75 325647 derived from natural sources : 3 graded stone 6 aggregate 20 mm nominal size derived from natural sources) 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. Sqm 225 392.15 88233.75 7 for mass concrete 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 72 7132.25 513522 8 sand) 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 8.2 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, Cherry/Ruby 8.2.2 red 9 8.2.2.2 Area of slab over 0.50 sqm Sqm 180 5136.3 924534 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, fixed Kg 10800 117.35 1267380 with or without connecting plate, including 10 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. CKP-DIVN-ENGG/SOUTH EASTERN RLY 10.2 Structural steel work riveted, bolted or Kg 54000 133.7 7219800 welded in built up sections, trusses and 11 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.19 Providing and fixing mild steel round holding Kg 900 97.2 87480 12 down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including nuts and Kg 900 159.35 143415 13 washers complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 423 172.6 73009.8 14 railings, brackets, gates and similar works 11.0 FLOORING 11.16S TILE FLOORING Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment 11.20 to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 15 11.20.1 Light shade pigment using white cement Sqm 594 1402 832788 11.41S VITRIFIED FLOOR TILES Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base 11.55 of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 180 3186.7 573606 16 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 12.50 Providing and fixing precoated galvanised Sqm 1620 738.65 1196613 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet 17 should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. CKP-DIVN-ENGG/SOUTH EASTERN RLY Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 18 12.51.6 Gutter (600 mm over all girth) Metre 144 1313.7 189172.8 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of 13.2 single or half brick wall of mix : 19 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 270 383 103410 13.44S EXTERIOR FINISHING Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 20 13.63.1 Two or more coats on new work Sqm 1800 146.8 264240 16.0 ROAD WORK 16.49S MISCELLANEOUS Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and 16.91 proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.1 60mm thick cement concrete paver block of Sqm 1800 1045.65 1882170 21 M-35 grade with approved colour, design & pattern. 18.0 WATER SUPPLY 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S centrifugally cast 18.27 (spun) iron pipes (Class LA) conforming to IS - 1536 : 22 18.27.3 150 mm dia pipe Metre 144 2037 293328 Total 17389211.85 Cab bay with drain in connection with Provision of balance and additional work at Adityapur Railway Item- 6 Station. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 2.25A Excavating, supplying and filling of local cum 1500 700.5 1050750 earth (including royalty) by mechanical transport upto a lead of 5km also including 1 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) CKP-DIVN-ENGG/SOUTH EASTERN RLY Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 10 8340.85 83408.5 (zone-III) derived from natural sources : 3 2 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 250 7178.75 1794687.5 derived from natural sources : 6 graded stone 3 aggregate 40 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 4 4.3.1 Foundations, footings, bases for columns Sqm 150 392.15 58822.5 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 5 16.3.2 63 mm to 45 mm size stone aggregate cum 500 1636.05 818025 6 16.3.3 53 mm to 22.4 mm size stone aggregate cum 400 1842.3 736920 7 16.3.10 Moorum cum 300 768.25 230475 16.4 Laying, spreading and compacting stone cum 1250 1046.95 1308687.5 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 8 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, 16.43 finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch mixing cum 375 10529.35 3948506.25 9 machine Total 10030282.25 Central drain in connection with Provision of balance and additional work at Adityapur Railway Item- 7 Station. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General CKP-DIVN-ENGG/SOUTH EASTERN RLY Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 2.6 in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 200 177.5 35500 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 600 8340.85 5004510 (zone-III) derived from natural sources : 3 2 graded stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 400 392.15 156860 4.3.2 Retaining walls, return walls, walls (any Sqm 2000 842.5 1685000 thickness) including attached pilasters, 4 buttresses, plinth and string courses fillets, kerbs and steps etc. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 5 12.41.1 75 mm diameter Metre 480 248.8 119424 Total 7001294.00

Item Breakup - B-Execution of all works as per items of CPWD DSR 2023 (For Reinforcement steel)