Comprehensive Maintenance Works(excluding Bridges) of all Civil, Electrical & S&T Building including Station Buildings, Technical Buildings, Residential Quarters and Utility Service Buildings under the jurisdiction of CGM/DDU Unit.

11.26: "Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :"

11.27: Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete

13.41: Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : cm height/

13.71: Lettering with black Japan paint of approved brand and manufacture

13.85: Applying priming coats with manufacture, having low VOC ( mixed (hard and soft grams/litre

14.5: Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:

14.9: Renewal of old putty of glass panes (length)

14.10: Refixing old glass panes with putty and nails

14.76: Cleaning and desilting of gully trap chamber, including removal ofrubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge

26.30: power driven drill machine to a minimum depth of 100mm upto 200mm in RCC 35 beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout o f approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In- Charge. Lump Sum 500000.00 AT Par 500000.00 Description :- Chapter 8 -CLADDING WORK Lump Sum 2164628.47 (-) 24.77 1628450.00 Description :- Chapter 9 - WOOD AND PVC WORK Lump Sum 1000000.00 (-) 24.77 752300.00 Description :- Any other item of DSR-2023 Sub Head, chapter-11 (Flooring, paving, Dado) Lump Sum 500000.00 AT Par 500000.00 Description :- Chapter 12 - ROOFING WORK Lump Sum 7000000.00 (-) 24.77 5266100.00 Description :- Any other item of DSR-2023 Sub Head, chapter-13 (Finishing) Lump Sum 7500000.00 (-) 20.77 5942250.00 Description :- Any other item of DSR-2023 Sub Head, Chapter 14: Repairs to Building Lump Sum 1664628.47 (-) 24.77 1252300.00 Description :- Chapter 15 Dismantling and Demolishing, Chapter 16 Road Works Lump Sum 2164628.47 (-) 24.77 1628450.00 Description :- Chapter 17 Sanitary Installation, Chapter 18 Water Supply Lump Sum 1664628.47 (-) 24.77 1252300.00 Description :- Chapter 19 Drainage, Chapter 22 Water Proofing Lump Sum 700000.00 (-) 24.77 526610.00 Description :- Chapter 21 Aluminum work Lump Sum 4164628.47 (-) 24.77 3133050.00 Description :- Any Other DSR 2023: Above/

NS4: Taking out of submersible pump complete set with GI/HDPE pipe line/ cable from the existing bore well with the help of powered lifting lowering machine i/c opening the nut bolt etc. as required (for Each Job)

Supplying and fixing PVC cover of over head PVC tanks.

Item Breakup - A-DSR ITEM 2023

2.28.1 :Surface dressing of the ground including Sqm removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. Total 346000.00 Item- 5 "Providing and laying in position cement concrete of specified grade excluding the cost of" S No. Item No Description of Item Unit Qty Rate Amount

4.1.2 - 1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)"

4.1.5-"Providing a n d laying i n position cement cum concrete of specified grade excluding the cost of centering and shuttering -1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone" Total 1198820.00 Item- 6 5.1: Providing and laying in position specified grade of reinforced cement concrete, excluding the S No. Item No Description of Item Unit Qty Rate Amount 1 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 cum 50.00 9045.75 452287.50 graded stone aggregate 20 mm nominal size) Total 452287.50 EDFC FIELD UNIT-DDU-CIVIL/EDFC Item- 7 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : S No. Item No Description of Item Unit Qty Rate Amount

4.3.1 Foundations, footings, bases for columns Total 313720.00 5.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts Item- 8 etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement S No. Item No Description of Item Unit Qty Rate Amount 1 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 cum 50.00 10852.95 542647.50 graded stone aggregate 20 mm nominal size) Total 542647.50 Item- 9 5.9: Centering and shuttering including strutting, propping etc. and removal of form for : S No. Item No Description of Item Unit Qty Rate Amount 1 5.9.1 Foundations, footings, bases of columns, etc. Sqm 500.00 307.95 153975.00 for mass concrete. 2 5.9.2 Walls (any thickness) including attached Sqm 500.00 669.55 334775.00 pilasters, butteresses, plinth and string courses etc 3 5.9.5 Lintels, beams, plinth beams, girders, Sqm 600.00 608.35 365010.00 bressumers and cantilevers 4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 400.00 804.25 321700.00 Struts Total 1175460.00 5.22: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Item- 10 position and binding all complete upto plinth level. S No. Item No Description of Item Unit Qty Rate Amount 1 5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 1500.00 107.85 161775.00 500D or more. Total 161775.00 5.22A: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Item- 11 position and binding all complete above plinth level. S No. Item No Description of Item Unit Qty Rate Amount 1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 1000.00 107.85 107850.00 500D or more. Total 107850.00 6.2: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and Item- 12 plinth in: S No. Item No Description of Item Unit Qty Rate Amount 1 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 200.00 6504.90 1300980.00 Total 1300980.00 10.16: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., Item- 13 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. S No. Item No Description of Item Unit Qty Rate Amount 1 10.16.1 Hot finished welded type tubes Kg 2500.00 194.40 486000.00 Total 486000.00 10.25: Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in Item- 14 position and applying a priming coat of approved steel primer using structural steel etc. as required. S No. Item No Description of Item Unit Qty Rate Amount 1 10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 1500.00 172.60 258900.00 brackets, gates and similar works Total 258900.00 11.26: "Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey Item- 15 cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :" S No. Item No Description of Item Unit Qty Rate Amount 1 11.26.1 25 mm thick Sqm 250.00 1948.25 487062.50 Total 487062.50 EDFC FIELD UNIT-DDU-CIVIL/EDFC 11.41: Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved Item- 18 make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. S No. Item No Description of Item Unit Qty Rate Amount 1 11.41.2 Size of Tile 600x600 mm Sqm 200.00 1553.45 310690.00 Total 310690.00 Item- 19 13.1: 12 mm cement plaster of mix : S No. Item No Description of Item Unit Qty Rate Amount 1 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 1200.00 347.05 416460.00 Total 416460.00 Item- 20 13.7: 12 mm cement plaster finished with a floating coat of neat cement of mix S No. Item No Description of Item Unit Qty Rate Amount 1 13.7.2 1:4 (1 cement: 4 fine sand) Sqm 500.00 425.55 212775.00 Total 212775.00 13.41: Distempering with oil bound washable distemper of approved brand and manufacture to Item- 21 give an even shade : S No. Item No Description of Item Unit Qty Rate Amount 1 13.41.1 New work (two or more coats) over and Sqm 1100.00 185.65 204215.00 including water thinnable priming coat with cementprimer Total 204215.00 Item- 24 13.85: Applying priming coats with manufacture, having low VOC ( mixed (hard and soft grams/litre S No. Item No Description of Item Unit Qty Rate Amount 1 13.85.3 W i t h water thinnable cement primer o n wall Sqm 5000.00 73.95 369750.00 s u r f a c e h a v i n g VOC content l e s s than 50grams/litre Total 369750.00 Item- 26 13.100: Painting with aluminium paint of approved brand and manufacture to give an even shade: S No. Item No Description of Item Unit Qty Rate Amount 1 13.100.1 One or more coats on old work Sqm 2000.00 96.00 192000.00 Total 192000.00 Item- 27 13.111: Finishing walls with Acrylic Smooth exterior paint of required shade: S No. Item No Description of Item Unit Qty Rate Amount 1 13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ Sqm 5000.00 120.75 603750.00 10 sqm) on existing cement paint surface Total 603750.00 14.1: Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the Item- 28 surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge S No. Item No Description of Item Unit Qty Rate Amount 1 14.1.1 With cement mortar 1:4 (1 cement : 4 fine Sqm 500.00 547.40 273700.00 sand) Total 273700.00 14.5: Renewing glass panes, with putty and nails wherever necessary including racking out the old Item- 29 putty: S No. Item No Description of Item Unit Qty Rate Amount 1 14.5.1 Float glass panes of nominal thickness 4 mm Sqm 100.00 1090.65 109065.00 (weight not less than 10kg/sqm) Total 109065.00 26.35: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including Item- 34 cutting of nipples after curing etc. complete as per directions of Engineer- in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) S No. Item No Description of Item Unit Qty Rate Amount 1 26.35.3 Epoxy injection grout in concrete/RCC work of Kg 500.00 553.40 276700.00 approved make Total 276700.00 EDFC FIELD UNIT-DDU-CIVIL/EDFC 26.30: power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel Item- 35 bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In- Charge. S No. Item No Description of Item Unit Qty Rate Amount 1 26.30.1 Upto and including 12mm dia. Each 200.00 141.20 28240.00 Total 28240.00

Item Breakup - B-NS ITEM

NS1.1 Surfing Board

NS1.2 Cross Trainer

NS1.3 Seated Puller

NS 1.4 Leg Press

NS1.5 Sit up board double

NS1.6 Chest Press

NS1.7 Double standing Twister

NS1.8 Chest cum seated puller

NS1.9 standing seating twister Total 1410259.65 Item- 3 NS3: Development of Children Park at Station Yards S No. Item No Description of Item Unit Qty Rate Amount

NS3.1: Providing and fixing of slide with ladder Each of size 4.0 Ft Ht. x 8.0 Ft. Long x 15 inch. Wide.Slide with Ladder made out from 18 gauge G.I.sheet in size 8 Ft x 15 inch supported from sideby 30 x 30 x 3mm thick angle iron and 20 x3mm thick flat from bottom at 300c/c. Hand railfor Top & Stairs are made out from 25mm NBand Bottom Support from 40mm NB ISI pipes 'A'class of approved make & ISI of Jindal/Tatamake. Stairs main frame and steps are madeout from 40 x 20 mm rectangular pipe for bettersupport & stability. The complete system iscolorfully painted with one coat of red oxideprimer and double coat of Synthetic enamelpaint of fixing) as per direction of Engineerincharge. "

NS3.2 Providing and fixing of Four sea saw Each board consisting main frame of 50mm NB M.S.pipe of 'A' class 2 feet high and 10 feet long withextra 01 feet long for proper grouting. Sex sawframe is made out of 40mm NB M.S. pipe of 'A'class of 08 feet long 04 nos along with metalicseat 4 nos. fabricated from angle 25x25x3mm x16 swg sheet supported by 25x3 flat at bottomfor proper strength. Sea Saw boards 04 Nos. arecentrally supported by solid machined bush forlong life and for free rotation. All pipes are ofapproved make & ISI of Jindal/Tata make.Complete assly painted with single coat of redoxide primer and double coat of syntheticenamel paint of approved make Asian/Nerolacboard.Work shall be completed (providing &fixing) as per direction of engineer incharge. " EDFC FIELD UNIT-DDU-CIVIL/EDFC

NS3.3 Providing and fixing of Big Revolving Each Platform. Total height of Revolving Platformshould be 1.0 mtr. And Diameter of Platform 1.5mtr approx. Platform made out from 18 Guage1.25mm thick C.R. sheet. Outer ring of Platformmade out by 40mm x 6.0 mm Flat and sheetbottom supported by 25mm x 6.0mm flat criscross type for proper strength of sheet frombottom. Platform roate at Double side and facespecial bearing assembly which grouted 650mmdepth from ground level with 50.0mm dia solidshaft for smooth rotation and long life ofequipment, 20mm NB

NS3.4 Providing and fixing of Duck four seater Each Revolving Platform. Total height of Revolving Platform should be 1.25 metre and Diameter of Platform 1.5 Metre approx. Main base frame made from 40mm NB M.S. 'A' class pipe of approved make & ISI of Jindal/Tata make.Bearing Assembly made from double- sided side and face special bearing mounted on 50.0mm dia solid shaft for smooth rotation and long life of equipment. Four main member of 40mm x20mm Rectangular M.S. pipe for duck bottom main support from the bearing assembly. Duck made our frame from FRP thick section with bottom fitted on 3.0mm thick sheet for base. Completely painted with single coat of red oxide primer and double coat of synthetic be completed (providing & fixing) as per direction by Engineer

NS3.5 "Providing and fixing of Rainbow Each JungleJim for playing 10 to 20 children at a time forage 5 to 15 yrs. Rainbow Jungle Jim 10 Ft dia x4 Ft Width x 6 Ft Height with 6 inch extra forproper grouting. Main Horizontal pipes are madeout from 25mm NB M.S. 'A' class pipe ofapproved make & ISI of Jindal / Tata make andVertically supported by 20 mm NB M.S. 'A' classpipe of approved make & ISI of Jindal / Tatamake. The complete system is colorfully paintedwith one coat of red oxide primer and doublecoat of Synthetic enamel paint of make Asian /Nerolac. Work shall be completed (providing &fixing) as per direction by Engineer in Charge.

NS3.6 "Providing and Fixing of Walking barrel Each ofSize 3.0 Ft length x 1.0Ft Dia x 5.0 Ft Ht. Mainframe both pillar made out from Channel100mm x 50mm side closed by 100mm x3.0mm Flat. 300mm dia ISI pipe Main walkingdrum made out from 12 gauge 3.0 mm thickC.R. sheet all around and sides of drum coveredby 3.0mm C.R. sheet and Centrally supported by25mm dia solid shaft supported both sides bypadestal bearing assembly for long life andsmooth rotation. Hand rails made out of 25mmpipe ISI 'A' class of approved make & ISI ofJindal/ Tata make. The complete system iscolorfully painted with one coat of red oxideprimer and double coat of Synthetic enamelpaint of make Asian/Nerolac.Work shall becompleted (providing & fixing) as per directionby Engineer- in- EDFC FIELD UNIT-DDU-CIVIL/EDFC

NS3.7 "Providing and fixing of Up and Down Each SeaSaw Board small two seater of Size 1.5 feet ht. x7 feet long x 15"" wide. Main frame and legs(Foundation Pipe) are made from 40mm NB M.S.'A' class pipe of approved make & ISI of Jindal/Tata make.Supported both side by fixed seatsfor sitting arrangements with hand rail made outfrom 15mm NB & 20mm NB pipes. Centralmoving arrangement by Double ball bearings ofFAG/SKF make fitted on solid bush and onhandened shaft for better result and smoothrotation. The complete system is colorfullypainted with one coat of red oxide primer anddouble coat of Synthetic enamel paint of makeAsian/ Nerolac. Work shall be completed(providing & fixing) as per direction of Engineer-in-Charge "

NS3.8 Providing and fixing of Six seater Each swingwith frame of 10 feet in height and 24 feet longwidth center support two nos after each doubleset of swings. Top frame fabricated of 50mm NBM.S.pipe of 'A' class and leg sides & centersupport from 40mm M.S. pipe of 'A' class, 01feet extra in height for proper grouting. All pipesare of approved make & ISI of Jindal / Tatamake. On top 12 needle rollar bearing asslydully chrome plated housing with clamps for free& smooth rotation of swings. Machine mademetallic chain 06 mm s8ize is of good quality.Metalic seat of 25mm pipe frame with 20 gaugetop seating sheet fixed up to bottom for comfortseating. Complete assly painted with single coatof red oxide primer and double coat of syntheticenamel paint approved make Asian / Nerolac brand. Work shall be completed (providing &fixing) as per

NS3.9 "Providing and fixing of Up and Down of Each size 10 feet height x 15feet long with extra 01 Ftfor proper grouting. Main legs and FoundationPipe are made from 40mm NB M.S. 'A' class pipeof approved make & ISI of Jindal/ Tata make.Stairs and Up and Down main Pipe of 32mm NBsupported stairs pipe by 25mm NB M.S. 'A' classpipe of approved make & ISI of Jindal/ Tatamake.The complete system is colorfully paintedwith one coat of red oxide primer and doublecoat of Synthetic enamel paint of make Asian /Nerolac. Work shall be completed (providing &fixing) as per direction by Engineer-in-Charge" Total 1008525.00