Redevelopment work of Alwar Railway Station of North western Railway.

Item Breakup - A-IRUSSOR-2021

Using Soil Class SQ2 DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps o r for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications of cum soil except rock P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately.

With provision of one 50mm wide retro- Metre reflective tape in horizontal direction, duly secured/tight with vertical posts.

Shoring with 'Z' section MS sheet piles Sqm side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY 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.

All kinds of soils

P r o v i d i n g and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY P r o v i d i n g and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Abutment cap, Pier Cap, Inspection cum Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

Providing and laying Plain Cement cum Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm pier, 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

All types of bridge super-structures, e.g. Sqm slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.

Extra for additional height over item no. Sqm 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY

Supplying, spreading and compacting cum well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. Supply and using Cement at Worksite

Ordinary Portland Cement 43 grade MT approved brands/makes

Pozzolana Portland Cement approved MT 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.

Thermo-Mechanically Treated bars of Kg grade Fe-500D or more of approved brands/makes. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%

Plate Girder/Composite Girder (Steel Work) 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 and DFT of each coat of Aluminium paint shall be 12-14 microns. DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY

On new girder during fabrication Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts.

Supply of HTS holding down bolts with Kg nuts, washer etc.

Extra over item no 041300, if the work MT is to be executed under traffic or power block. Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream or passage as directed by Engineer in charge with all labour, tools and plant, equipment etc., complete.

Structural steel plate girders.

Supplying fabricating and erecting MT welded 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 s p e c ifi c a t io n and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 41590766.86

Item Breakup - B-DSR-2023

Item Breakup - C-DSR-2020

stacks will be reduced by 20% for payment). Supplying a n d stacking a t s i t e dump m a n u r e f r o m a p p r o v e d source, 2.4 including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. cum 500 254.15 127075 2 designation 20 mm 2.8 Spreading of sludge, dump manure cum 1000 52.35 52350 and/or good earth in required thickness 3 as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 2.9 Mixing earth and sludge or manure in cum 1000 36.55 36550 4 the required proportion specified or directed by the Officer-in-charge DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of 2.14 manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 5 2.14.2 Holes 90 cm dia, and 90 cm deep Each 1000 143.1 143100 6 2.14.3 Holes 60 cm dia, and 60 cm deep Each 1000 43.75 43750 2.16 Providing and fixing M.S. flat iron tree Each 250 4533.1 1133275 guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate 7 of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in- charge. Edging with bricks laid dry length wise, including required excavation, refilling, 2.19 consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m : 2.19.1 Common burnt clay F.P.S (non modular) Metre 250 396.9 99225 8 bricks of Class designation 7.5 Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal 2.29 & 4 nos vertical " U " shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. 2.29.1 Top inside dia 35 cm, outer bottom dia Each 100 225.05 22505

thickness of 25.4 mm DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY 2.34 Providing & laying Selection no. 1 doob Sqm 1000 87.5 87500 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and then rolling 10 the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge Complete maintenance of the entire garden features having as per yardstick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & 2.40 fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. 2.40.3 Sqm per 5000 3.55 17750 11 Flats.(1Mali for 1.35Acre) month 2.53 Providing and wartering of irrigation Per Trip 500 932.95 466475 water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 12 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in- charge. 7.0 TREE PLANTS 7.1 Providing and stacking of Acacia Each 100 65 6500 auriculiformis of ht 150-165 cm in bag 13 size of 25 cm as per direction of the officer-in-charge. 7.5 Providing and stacking of Azadirachta Each 100 65 6500 indica ( Neem ) of height 120-130cm in 14 big polybag of size 25 cm as per direction of the officer-in-charge. 7.24 Providing and stacking of Delonix regia Each 500 60 30000 (Gulmohar) of height 150-165 cm. in big 15 poly bags of size 25 cm as per direction of the officer-in-charge.v 7.74 Providing and stacking of Polyalthia Each 100 80 8000 longifolia (Ashok) of height 150-165 cm. 16 in earthen pots of size 25 cm as per direction of the officer-in-charge. 8.0 SHRUBS 8.5 Providing and stacking of Calliandra, Each 100 35 3500 emarginata of height 45-60 cm. in 17 earthen pot of size 20 cm as per direction of the officer-in-charge. 9.0 CREEPER PLANTS DYCE-C-II-JP-ENGINEERING/NORTH WESTERN RLY 9.4 Providing and stacking of Bougainvillea Each 100 40 4000 (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, 18 Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. Total 2803655.00

Item Breakup - D-Non Schedule (Civil)

(a) Size ½ Module ( 3x3)

(b) Size 3 Module ( 4x3)

(c) Size4 Module ( 5x3)

(d) Size 6 Module ( 8x3)

(e) Size 8 Module( 9x3) Total 103670.00 NS 18 Supply and fixing of following sizes of heavy duty P.V.C. conduit ISI marked of make A.K.G. Polycab, Finolex, Erespoplast & Precision or equivalent make as approved by engineer in charge (IS: Item- 18 9537 part III 1981 or latest edition) conforming along with the accessories recess (roof, wall, beam, columns, false ceiling etc.) or cutting of the wall and making good the same in case of recessed conduit. The thickness of conduit shall not be less than 1.6mm. S No. Item No Description of Item Unit Qty Rate Amount

(a) 20mm diameter

(b)25mm diameter Total 187300.00 NS 25:Providing & Fixing Plain wire Basket of Stainless steel 304 Grade for modular Kitchen of Item- 25 Hetitch or similar make as per direction of Engineer in Charge complete S No. Item No Description of Item Unit Qty Rate Amount

A' Detail of Cost of Plain wire basket of Each size 475x500x100

B' Detail of Cost of Plain wire basket of Each size 475x500x150

C' Detail of Cost of Plain wire basket of Each size 475x500x200

D' Detail of Cost of Plain wire basket of Each size 375x500x100

E' Detail of Cost of Plain wire basket of Each size 375x500x150 Total 357574.56