Construction of Island High level platform between Line 13 & 16 by dismantling line no. 14 & 15 at Prayagraj Chheoki station along with provision of Ballast Less track on line no. 13 & 16.

With provision of one 50mm wide retro- Metre reflective tape in horizontal direction, duly secured/tight with vertical posts. Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required.

With two coats of Aluminium paint in dual Sqm containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal work

Lubrication of Elastic Rail Clips on PSC ERC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

In-situ situation PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 90R and below

Rail section of 52Kg and above Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item.

1 in 8½ Turnout (Under Traffic Block) Under conditions not requiring Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed - Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item.

1 in 8½ Turnout (Under conditions not Set requiring Traffic Block).

Derailing Switch (Under conditions not Set requiring Traffic Block). PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Assembling all types of Switches on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores.

1 in 12 Turnouts

Derailing Switch Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in- charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnouts

Derailing Switch PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item.

1 in 12 Turnouts

Derailing Switch Assembling on temporary staging and insertion of all types of switches including TWS on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC s l e e p e r s with Railways rails/sleepers available within 250m as per standard drawing, duly leading sleepers, rails, switches, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed lubrication of fittings/fastenings, complete as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnouts Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS- GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

When distance of nearest quarry is more cum than 50 km and up to 100 km Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in-charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately.

With contractor's hard wood pegs of 50 Each mm dia and 60 cm long

Installation of reference points for track Each centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items.

Spreading of ballast, from existing stacks cum available along formation on top or at c e s s , in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1540 sleepers per TRM km Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more

Replacing existing glued joint rail with Each cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish p l a t e s duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - Outside Track Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

Outside Track Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre.

In wagons during period of traffic block MT where handling by mechanical means is not possible Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up to 1 MT Km.

Extra to Item no. 171031 and 171032 MT with contractor's Rail Dolly / Dip Lorry Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

For lead up to 500 metres

For lead beyond 500 metre and up to 1 MT Km

Extra to Item no. 172031 and 172032 MT with contractor's Rail Dolly/Dip Lorry. Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres.

From Truck / Trailer PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 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.

JCB Backhoe Loaders 3DX Plus or similar Hour with minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n- Hour Carry crane of 12T capacity for misc. works of handling of material

Arranging labour as and when required Day by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. Total 4601978.73 Schedule Schedule 2-All CPWD-DSR-2021 Items Item- 1 All CPWD-DSR-2021 Items S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including 1.1 loading,unloading and stacking 1.1.18 Disposal of moorum/building rubbish/ cum 10000 411.3 4113000 malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, 1 unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 2.6 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 650 205.45 133542.5 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 2.8.1 All kinds of soil. cum 8000 286.85 2294800 PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, 2.10 and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. Metre 150 417.35 62602.5 4 but not exceeding 300 mm dia 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia Metre 1000 651.55 651550 5 but not exceeding 600 mm 2.25A Excavating, supplying and filling of local cum 8750 368.65 3225687.5 earth (including royalty) by mechanical transport upto a lead of 5km also 6 including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 1500 2161.2 3241800 under floors, including watering, 7 ramming, consolidating and dressing complete. Surface dressing of the ground including removing vegetation and in-equalities 2.28 not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 8 2.28.1 All kinds of soil Sqm 8750 28.15 246312.5 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 2000 6833.4 13666800 derived from natural sources : 6 graded 9 stone aggregate 20 mm nominal size derived from natural sources) 4.14S MISCELLANEOUS PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of 4.20 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.1 All works upto plinth level : 4.20.1.3 Concrete of M20 grade with minimum cum 800 8387.15 6709720 10 cement content of 270 kg /cum All works above plinth and upto floor V 4.20.2 level : 4.20.2.3 Concrete of M20 grade with minimum cum 800 10009.5 8007600 11 cement content of 270 kg /cum 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 2000 307.95 615900 12 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 1000 669.55 669550 13 pilasters, butteresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, Sqm 300 766.55 229965 14 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 608.35 60835 15 bressumers and cantilevers 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above cum 1000 9673.5 9673500 plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of 16 required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 400000 89.65 35860000 17 grade Fe-500D or more. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 80000 89.65 7172000 18 grade Fe-500D or more. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cem ent, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but 5.33 excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- c h a r g e ; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 400 10306.2 4122480 19 cement content of 330 kg /cum 5.35 Add for using extra cement in the items Quintal 1000 688.45 688450 20 of design mix over and above the specified cement content therein. 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse cum 50 6882 344100 21 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse cum 50 8512.1 425605 22 sand) 8.0 CLADDING WORK Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 8.9 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Providing and fixing 75mm high, 50mm deep and 18mm thick stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase 8.10 cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 23 8.10.2 Granite Stone of approved shade Sqm 1000 3542.85 3542850 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 200 1063.45 212690 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of 24 steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.0 WOOD AND P.V.C. WORK COPER OXIDISED MILD STEEL FITTINGS 9.57S (COPPER OXIDISED AS PER IS: 1378) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and 9.62 screws etc. complete : (copper oxidized as per IS: 1378) 25 9.62.2 250x16 mm Each 30 165.9 4977 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with 9.66 necessary screws etc. complete : (copper oxized as per IS: 1378) 26 9.66.2 100 mm Each 50 28.25 1412.5 9.105S GYPSUM BOARD PARTITIONS PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be 9.124 set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer's specifications and direction of Engineer- in-charge. 27 9.124.1 Non decorative finish Sqm 50 3060.6 153030 10.0 STEEL WORK 10.1 Structural steel work in single section, Kg 30000 93.05 2791500 fixed with or without connecting plate, 28 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 300000 111.95 33585000 welded in built up sections, trusses and framed work, including cutting, hoisting, 29 fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates 10.5 at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for Sqm 30 4781.15 143434.5 30 diagonal braces Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, 10.16 fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 31 10.16.1 Hot finished welded type tubes Kg 50000 154.9 7745000 10.19 Providing and fixing mild steel round Kg 10000 88.5 885000 32 holding down bolts with nuts and washer plates 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. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 10.25.2 In gratings, frames, guard bar, ladder, Kg 10000 142.3 1423000 33 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Kg 200 612.25 122450 Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 34 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 10.31 Providing and fixing angle iron frames for Kg 400 103.7 41480 doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to 35 the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 11.0 FLOORING Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat 11.3 of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 500 545 272500 36 stone aggregate 11.16S TILE FLOORING Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the 11.20 shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 37 11.20.1 Light shade pigment using white cement Sqm 500 1233.05 616525 11.20.2 Medium shade pigment using 50% white Sqm 500 1160 580000 38 cement 50% Grey cement 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed 11.26 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) : 39 11.26.1 25 mm thick Sqm 2400 1706.6 4095840 11.37S CERAMIC GLAZED TILES PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 11.37 Providing and laying Ceramic glazed floor Sqm 200 935.6 187120 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 40 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 12.0 ROOFING 12.1S SHEET ROOFING Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 12.1 including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.2 0.80 mm thick with zinc coating not less Sqm 5000 1135.45 5677250 41 than 275 gm/sqm Extra for straight cutting in C.G.S. sheet roofing for making opening of area 12.2 exceeding 40 sq. decimeter for chimney stacks, sky light etc.: 42 12.2.2 0.80 mm thick Metre 350 76.5 26775 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with 12.4 polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less Metre 320 822.15 263088 43 than 275 gm/sqm Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer 12.5 coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 12.5.1 1.60 mm thick with zinc coating not less Metre 320 1370.4 438528 44 than 350 gm/sqm Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, 12.7 bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.1 0.80 mm thick with zinc coating not less Metre 320 811.85 259792 45 than 275 gm/sqm Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm 12.40 thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, 12.41 including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 46 12.41.2 110 mm diameter Metre 800 319.75 255800 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC 12.42 rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 47 12.42.1.2 110 mm Each 20 119.95 2399 12.42.5 Bend 87.5 degrees 48 12.42.5.2 110 mm bend Each 300 132 39600 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams 12.51 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 : 49 12.51.6 Gutter (600 mm over all girth) Metre 540 1110.6 599724 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 50 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 1000 282 282000 Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 1000 162.55 162550 51 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING Finishing walls with Acrylic Smooth 13.46 exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ Sqm 1000 166.85 166850 1.67 ltr/10 sqm over and including 52 priming coat of exterior primer applied @ 2.20 kg/10 sqm) Painting with synthetic enamel paint of 13.62 approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an Sqm 1000 191.4 191400 under coat of suitable shade with 53 ordinary paint of approved brand and manufacture 13.80 Providing and applying white cement Sqm 2000 123.85 247700 based putty of average thickness 1 mm, 54 of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal 15.2 of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 20 2007.1 40142 55 equivalent design mix) PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 15.3 Demolishing R.C.C. work manually/ by cum 20 2928.1 58562 mechanical means including stacking of 56 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 57 15.7.4 In cement mortar cum 30 1698.45 50953.5 15.18 Dismantling steel work in built up Kg 5000 4.65 23250 sections in angles, tees, flats and channels including all gusset plates, 58 bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 16.0 ROAD WORK 16.49S MISCELLANEOUS 16.61 Providing Retro-reflective regulatory sign Each 4 6281.6 25126.4 board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in- charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be 59 fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in- charge. 16.75 Providing and laying C.C. pavement of cum 400 8277.55 3311020 mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. 60 complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 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 16.91 o f sand, compacting and 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. 16.91.2 80 mm thick C.C. paver block of M-30 Sqm 1000 1011.2 1011200 61 grade with approved color design and pattern. 17.0 SANITARY INSTALLATIONS Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.1 manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. Each 4 5781.35 23125.4 62 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in 17.5 C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. Each 8 10128.3 81026.4 63 automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size Each 6 2275 13650 64 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 65 17.28.2.1 32 mm dia Each 6 104.35 626.1 17.29 Providing and fixing 100 mm sand cast Each 20 45.25 905 66 Iron grating for gully trap. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY 67 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 48 1018.05 48866.4 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting 18.10 and making good the walls etc.-Internal work - Exposed on wall 68 18.10.1 15 mm dia nominal bore Metre 200 304.15 60830 69 18.10.2 20 mm dia nominal bore Metre 500 373.35 186675 70 18.10.3 25 mm dia nominal bore Metre 500 491.2 245600 71 18.10.6 50 mm dia nominal bore Metre 2000 893.2 1786400 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S centrifugally 18.27 cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 72 18.27.6 300 mm dia pipe Metre 1000 5427.45 5427450 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Litre 3000 9.7 29100 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 73 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15mm nominal bore, 86 mm long, Each 150 109.85 16477.5 74 weighing not less than 88 gms Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, Each 150 103.15 15472.5 75 weighing not less than 88 gms 19.0 DRAINAGE Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 19.4 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement 19.6 mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 76 19.6.2 150 mm dia. R.C.C. pipe Metre 200 493.1 98620 77 19.6.4 300 mm dia. R.C.C. pipe Metre 200 902.05 180410 78 19.6.5 450 mm dia. R.C.C. pipe Metre 180 1481.55 266679 26.0 NEW TECHNOLOGIES AND MATERIALS 26.28S REPAIR AND REHABILITATION ITEMS 26.40 Providing and fixing hard drawn steel Sqm 100 820.8 82080 wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface 79 by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in- charge. Total 180317312.20 PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY Schedule Schedule 3-NS Schedule Item- 1 NS Items S No. Item No Description of Item Unit Qty Rate Amount

Fabricating, supplying and installing Kg stainless steel 3/4 seater benches withor without back rest of Size and shape as per design and drawing approved by Engineer Incharge. Bench shall be manufactured from stainless steel 304 Grade with perforation made with turret punching machine and rolled on roller machine. Steel to be either laser cutor water jet cut (no shearing). Polishingto be done with automatic polishing machines to give mirror polish. All parts to be connected with suitable CNC made connectors and counter sunk screw set c. Welding to be done with suitable SS304 Grade welding rods and treated with K-2 solution. Joints shall be finished ensuring that no welding marks are visible. Fixing at sites hould be done with suitable S S base plate and dash fasteners. Manufacturer shall submit maintenance manual and basic material test report for grade certification

Description: Design Construction erection Each and commissioning of 10 KLD capacity sewage treatment plant excluding all the related civil works, structures construction, Tanks as per the scope of work on turnkey basis based on modern STP technology as mentioned in the special condition of contract. Civil work payment will be made as per work done on quoted DSR rates.

P & F 25mm thick tactile tile 300x300 Sqm mm size in floor as 20 mm thick 1.4 metre bed including all material, labour, freight & all taxes complete as per satisfaction of engineer

Item rate for supplying and fixing of Each precast RCC coping stone of approved manufacture (KK/ KCONCRETE /HIDUSTAN OR EQUIVALENT make) of size 530x1125x100 mm thickness as per top face design as approved and directed by side Engineer. Manufactured with M- 30 grade concrete with 8 mm dia. tor steel @ 150 c/c both ways and manufactured by vibrio compaction process using jointless FRP/GRP steel moulds of required size, shape and design complete job. it includes all leading, loading, unloading, taxes & charges complete job. Nothing extra will be paid whatsoever the case may be."

Providing and fixing of tactile indicator Each made from SS-304 grade stainless steel with mirror finish.This tactile should be rich/best quality. All the indicator shall be installed into the correctly drilled holes and place using suitable adhesive. All the indicator shall be aligned properly. Note:- The rates include all materials, labors ,tools plant and equipment-nothing shall be paid extra. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Warning installed on the walking surface in a raised grid pattern of dots or studs. they shall be placed at center to center placing of 61mm, measured along one side of a square arrangement. Minimum 10 studs to be placed in direction perpendicular to the direction of travel. Size-35mm dia. x 4.5 ht. underside- 10mm dia. Stem.

Fabrication, supply and installation of Each stainless steel water booth made of stainless steel pipe of 150mm &3.15mm thick & stilness sheet for basin including cost of Taps & GI pipe above the platform surface including stainless steel base plate of 300x300x 12mm the apprx. Weight of stainless steel sheet covered with protective coating .

Providing and fixing Curved shaped Each urinal partitiaon with frosted glass 8mm /10mm (1810-UC/1110UC) .

Providing and fixing 25mm thick flame Sqm cut/machine cut grainite for floors/stairs and similar locations of required size of approved shade, color and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4 scoarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing etc.

Extra for providing 40mm thick flame cut Sqm granite in lieu of 25 mm thick

Providing and fixing 160mm PVC Rain Metre Water pipe (Ref: As per Budgetary quotation)

Carting of twin precast blocks up to 1.00 Each Km and fixing them as sleeper in the washable apron at appropriate level and track alignment before concreting of apron. Rate includes straightening of extended rod and binding them with reinforcement steel of apron, putting precast level blocks etc. complete job

A linking of track along the proposed Per alignment as per standard drawing with Track 90R/52 Kg. and PSC sleeper with (M+7) Metre sleeper density including correct spacing of sleeper gauge alignment X-Level, crossing under super elevation of curve track all P.Way material are to be supplied by the department. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing laying special concrete M-40 in cum between sleeper from P.F. wall to the drain with special cement material and stone aggregate . The special cement material will be rapid hardening, high early strength gaining non shrinkaable chloride free type having grain size of less then 0.2mm. The concrete will be made mixed with stone aggregate of 15mm to 12mm down size IS sieve and course sand with a gradient of 1 in 40 with mix design given by the contractor to give a minimum compressive strength of 170kg to 200 kg. / Sq CM in 4 hours, 300 kg / Sq CM in 24 hours and 400 kg / Sq CM in 21 days. The work will be carriedout including base preparation, cleaning of all loose materials by high pressure compressed air water jet with all contractor's labour, materials & equipments tools & plants complete with provision of gap below sleeper to avoid center binding upto satisfaction of Engineer-in-charge

Pouring of carbonious polymer sealant As Each per IS : 1834 - 1984 grade- A Display good adhesion has the ability to with stand extension without cracking & Low susceptibility to flow during hot weather conditions with contractors Foam arround the sleeper with proper arrangement as directed by Engineer-in-charge & approved drawing

Pouring of carbonious polymer sealant : Each As per IS : 1834 - 1984 grade - B pouring of carbonious polymer sealant uneffected by spillage of fuel oil, grease, mobile, & insensitive to heat from locomotive exhaust in the formed 10mm grove in between sleeper & concrete maintaining a depth of 25mm from top level of the special concrete with contractor's labour, materials & equipments tools & plants complete-

Grouting below the sleeper : Grouting in Kg track bed concrete or any other location with pumpable cementicious grout material i.e. Tech. Grout p.g. or equivalent having shrinkage compensating chloride free and rpid hardening properties withmaximum graint size up to 0.2 mm . The material should attain compressive strength of 200-220 kg / Sq Cm. in 4 hours and 300 kg. / Sq Cm. in 24 hours and 500 kg. / Sq CM. in 21 days with flowable consistency by suitable for intricate damp and water logged areas, the grouting to be carriedout by direct displacement reciprocetting pump including drilling of 22 mm to 33mm nominal dia holes by rotary cum percussion, drilling & fixing of exondable, mechanical paker with all contractor's labour, materials, T/P and equipements etc PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing and installing contractors Track standard jigs and fixtures minimum 25 metre nos. For execution of concrete of washable aprons with track of ordinary PRC sleepers/shallow depth sleeper/partly cast sleepers. Fixing jigs and fixtures at recommended spacing on to the linked track. Lifting the track to the required level using jigs and fixtures. Correcting alignment both vertical and horizontal of the lifted track using jigs and fixture, to ensure track parameter as per IRPWM and making the track ready for casting of jigs and fixtures, all labour tools and plants, removing and refixing of jigs and fixtures for taking up concreting of next stretch, all taxes duties. GSTs etc. complete

"Providing and fixing of adjustable MS Numbers 1000.00 jack (from 250mm to 400mm) below rail flange to maintain rail level, including rebate for released top MS adjustable part which is contractor'sproperty and including all labour, T&P, all taxes as a complete job. Nothing extra will bepaid to this effect whatsoever the case may be. "

SUPPLY & MIXING GLASS FIBRE OF 12MM cum LENGTH IN CONCRETE OF GRADE M-40 @ 600GM/CUM FOR CONTROLLING SURFACE CRACKS IN CONCRETE. Fibreglass shall be mixed in concrete mixer before placing concrete. The work includes supply of fibre glass , mixing and placing of concrete. The rate include cost of material, labour, GST etc. nothing extra shall be paid. The contractor has to arrange the material at site.

SUPPLY & APPLYING EPOXY BASED Sqm CONCRETE BONDING AGENT (NITOBOND EP OF M/S FOSROC OR SIMILAR PRODUCT) AS PER PROVISION OF CLAUSE4.4(ii) OF GUIDELINES FOR CONSTRUCTION OF BALLASTLESS TRACKWITH INDIGENOUS FASTENING SYSTEM FOR WASHABLE APRON OVER SIDES OF PCRSB UPTOSLAB MARK LEVEL. THE CONCRETE BONDING AGENT SHALL BE APPLIED WITH FULL PRECAUTIONS @ 4 LTR/SQM.BEFORE APPLICATION THE SURFACE SHALL BECLEANED THOROUGHLY BY REMOVING DIRT, DUST OR ANY UNSOUND MATERIAL.Before applying the base and hardner should be thoroughly mixed to get a uniform colour. The rateinclude cost of material , labour , T&P and other incidental charges. Nothing extra shall be paid. The rate also inclue GST/other taxes paid. PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Supply & application of polyeurethene Sqm coating over extruded polystrene board provided in gaps of 100mm as per RDSO drawing no. "T-8778". The work include supply of ofpolyurethene compound, application in two coats. The second coat shall be applied after drying of first coat.The coating shall be done @ 2.4 Ltr/SQM. Thickness of coating after drying shall beabout 2mm. The rate include cost of material , labour required for application, transportation charges and government taxes as applicable. Nothing extra shall be paid. The work include crossing ofrunning track. The work is to be carried as per satisfaction of site engineer

Supply & Providing panel gap of 100mm Sqm with closed cell extruded polystrene rigid board of high compressive strength (Min 60psi) of 100mm thickness as per RDSO drawing no. "T-8778". The work include supply of board at site of work, cutting as per site and fixing in the panel gap of 100 mm. The rate include cost of material , labour required for cutting and fixing inposition, transportation charges and government taxes as applicable. Nothing extra shall be paid. The work include crossing of running track. The work is to be carried as per satisfaction of site engineer.

Supplying and applying surface hardner Sqm for concrete floors ready to use specially graded non metallic and mineral aggregate dry shake surface hardner free fromn oil and gresse to be sprinlrd at 9kg/sqm of surface area , complete with finishing

Supply and manufacturing of Partly Numbers 2200.00 casted rail seat beam (PCRSB) Sleeper including materials & labor in line with BLT-IFS drawings issued by RDSO of Indian Railway. Thisitem is to be procured from any Concrete Sleeper Plant (CSP) on IR. Total 44636322.95