Provision of Passenger Lift on Platform-1 at Rajapur Road (RAJP) station in Ratnagiri Region of Konkan Railway in the State of Maharashtra.

A-(CPWD DSR 2021) EARTHWORK FOUNDATION AND JUNGLE CLEANING

2.6 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 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. 2.6.1 All kinds of soil Above/

2.25 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Above/

2.7 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 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. 2.7.1 Ordinary rock Above/

2.7 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 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. 2.7.3 Hard rock (blasting prohibited) Above/

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared Above/

2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.33.1 Beyond 30 cm girth upto and including 60 cm girth Above/

2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.33.2 Beyond 60 cm girth upto and including 120 cm girth Above/

2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.33.3 Beyond 120 cm girth upto and including 240 cm girth Above/

2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Above/

23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Above/

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2.26.1 All kinds of soil Above/

2.26 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2.26.2 Ordinary or hard rock

B-(CPWD DSR 2021) WATER PIPE LINE & STAND POST (RATES ARE

2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil Above/

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Above/

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 3 (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 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. NOTE: Item no 8.31 is brought from Sub Head 11 i.e. Flooring, Item No 11.36 Above/

16.86 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded 4 and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer- in-Charge. 16.86.1 With granite stone of area less than 0.50 sqm. Above/

8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 8.3.2 Granite work Above/

6.47 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). Above/

17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 17.28.1.1 32 mm dia Above/

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.3 25 mm nominal outer dia Pipes Above/

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 9 stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.1 15 mm nominal outer dia Pipes Above/

18.54 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having 10 thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms Above/

13.1 12 mm cement plaster of mix : 13.1.2 1:6 (1 cement: 6 fine sand) Above/

2.10 Excavating trenches of required width for pipes, cables, etc including excavation 12 for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, 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. but not exceeding 300 mm dia

C-(CPWD DSR 2021) CONCRETE WORKS (RATES ARE EXCLUSIVE OF

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Above/

5.33 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 2 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 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 5.33.1 All works upto plinth level 5.33.1.3 Concrete of M35 grade with minimum cement content of 370 kg /cum Above/

5.33 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 3 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 laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 5.33.2 All works above plinth level upto floor V level 5.33.2.3 Concrete of M35 grade with minimum cement content of 370 kg /cum Above/

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Above/

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Above/

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Above/

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick Above/

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and reinforcement bars Above/

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo -Mechanically Treated bars of grade Fe-500D or more.

D-(CR USSOR 2011) MASONARY AND WATERPROOFING AND GUTTER

063010 Laterite Masonry in foundation and plinth with : 063013 Cement mortar 1:6 (1 cement : 6 coarse sand) Above/

063010 Laterite Masonry in foundation and plinth with : 063020 Extra for Laterite Masonry in superstructure above plinth level upto floor two level Above/

011010 Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap; the lift to be measured from natural ground level and paid for in layers of 1.5m each including incidental work, as per specifications 011011 All kinds of soils Above/

048120 Manufacturing, supplying & fixing of pre-fabricated RCC coping stone of size 4 530mm x 1125mm x 100mm thick as per top face designed and approved by site Engineer with M- 30 grade RCC with 8 mm dia. tor steel at 150mm c/c both ways and manufactured by vibro compaction process using jointless FRP/GRP steel moulds of required size, shape & design. The item includes cost of cement, reinforcement, transportation etc. (Note : Under layer of cement mortar to be laid as per site conditions & should be paid for separately) Above/

114040 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) 114041 Flush/Ruled pointing Above/

033060 Supply and using cement at worksite : 033061 OPC 43 Grade Above/

222020 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge Above/

171220 Providing and laying water proofing treatment on roofs of slabs by applying 8 cement slurry mixed with water proofing cement compound as per IS:2645 in layers (i) After surface preparation, 1st layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 lit/sqm (ii) 2nd layer of fibre glass cloth while 1st layer is still green. Overlaps of joints of fibre cloth should not be less than 10cm (iii) 3rd layer of 1.5mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.67 lit/sqm and coarse sand @ 1.289 kg/sqm, allowed to air cure for 4 hours followed by water curing for 48 hours. (iv) 4th and final layer of brick tiling with cement mortar which will be paid for separately Above/

171210 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc. by applying cement slurry mixed with water proofing cement compound as per 9 IS:2645 in layers a) 1st layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 lit/sqm, allowed to air cure for 4 hours, (b) 2nd layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 lit/sqm, allowed to air cure for 4 hours followed with water curing for 48 hours. Rate includes preparation of surface, treatment, sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Rendering/plastering as protective layer, if required will be paid separately Above/

271020 Filling contractor's moorum/good granular material as specified in Railway specification without stacking directly in plinths and floors, etc. complete including watering and ramming (Item No. 01505 of SOR-2002) Above/

115010 White washing with lime to give an even shade 115011 New work (three or more coats) Above/

108160 Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion 108162 110mm dia. Above/

108160 Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion 108172 Coupler, 110mm Above/

108160 Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes conforming to IS:13592 Type-A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion 108182 Bend 87.5°, 110mm dia. bend Above/

083050 Fabricating, supplying & installing stainless steel railings for staircases, balconies, FOBs, Enquiry/ Reservation complex etc., made of SS 304 Grade stainless steel, laser cut / 15 water jet cut (no shearing), polished with Automatic round/flat polishing machine to get a uniform hairline finish. All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, countersunk screws. Welding should be finished ensuring that no welding marks are visible and assembly is mounted on floor with the help of dash fasteners. Railings shall be fabricated as per approved drawings by engineer-in-charge. Manufacturer shall submit maintenance manual and basic material test report for grade certification. Above/

115110 Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 kg/10 sqm

E-(CPWD DSR 2021) STRUCTURAL STEEL WORK (RATES ARE EXCLUSIVE

10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Above/

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Above/

10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. Above/

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

F-(CPWD DSR 2021) ROOF COVER AND PAINTING (RATES ARE

10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.3 G.I. Pipes Above/

13.100.0 Painting with aluminium paint of approved brand and manufacture to give an even shade: 13.100.1 One or more coats on old work Above/

13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete per cm Above/

13.71 Lettering with black Japan paint of approved brand and manufacture Above/

13.99 Painting with synthetic enamel paint o f approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work Above/

13.61 Painting with synthetic enamel paint o f approved brand and manufacture to give an even shade : (for Including staging of sm ,ramp railing and others) 13.61.1 One or more coats on old work Above/

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 7 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 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. Above/

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa 8 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 :Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm) Above/

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources )

G-(CPWD DSR 2021) FLOORING & DISMANTLING WORKS (RATES ARE

11.2 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment 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). 11.20.2 Medium shade pigment using 50% white cement 50% Grey cement Above/

16.84 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- in- charge. (Old CC paver blocks shall be supplied by the department free of cost). Above/

16.91 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, 3 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 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 M-35 grade with approved colour, design & pattern. Above/

16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of 4 approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. Above/

15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Above/

15.7 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar Above/

15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Above/

15.17 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.17.2 Above/

15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet Above/

15.2 Demolishing cement concrete manually/ by mechanical means including disposal 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 equivalent design mix) Above/

15.44 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15.44.1 15 mm to 40 mm nominal bore Above/

15.44 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15.44.2 Above 40 mm nominal bore

H-SLOPE PROTECTION WORKS (RATES ARE EXCLUSIVE OF GST)

Ref LOA No.:KR-RN-W-2024724, dated- 26.11.2024,Shotcreting using Synthetic 1 Polyster fibre in cuttings/ tunnels to a thickness of 50 mm in one layer with contractor's shotcreting machine, in cement concrete of M25 grade including through cleaning of rock surface with water under pressure. The rate includes contractor's materials including synthetic polyster fibre, compressor, cement, concrete mixer, scaffolding with all lead & lift/descent etc.complete and as directed by Engineer-in-Charge. Above/ Running

Ref LOA No.:KR-RN-W-2024724, dated- 26.11.2024 Drilling of weep holes upto a maximum of 38 mm dia ( dia. varying as per site condition ) and depth of hole 0.30 m. in shotcreting 2 / rock at indicated location in the cuttings etc. with all contractor's, materials, scaffolding, drilling, machines, labours, all leads & lifts ect. and as per direction of Engineer-in-Charge. Above/

Ref LOA No. : KR-RN-W-2024724, dated- 26.11.2024 ,Removing loose boulders from the side of cutting / tunnel walls/ roof etc with proper protection of track, removing & transporting the same from tunnel to nearest null point away from the track as directed by Engineer-inCharge with all leads & lifts, contractor's men, machinery etc. complete. ( Quantity will be measured by stack measurement )

I-(NS ITEM) MISC. WORKS (RATES ARE EXCLUSIVE OF GST)

NS 1 Fabrication and erection with railway steel including labour, tools, machines, materials etc Above/

NS 2 Providing and supplying Hydraulic Excavator ( wheeled) on hiring to site with fuel, operator etc. complete as per instructions of Engineer In Charge. Above/ Running

NS 2 Providing and supplying Hydraulic Excavator ( wheeled) on hiring to site with fuel, operator etc. complete as per instructions of Engineer In Charge. NS 2 a) PVC pipes 315 mm (12inch), 2.5 Kg/cm², half round. Above/

NS3 Providing & laying in position Half round PVC outlet & center outlet for rain water gutter, 315 mm diameter (12 inch) necessary jointing material like pvc solvant/solution, revit jointing including all transportation & fright charges, inspection charges, loading / unloading charges etc., complete. a) PVC outlet & center outlet 315 mm (12inch), 2.5 Kg/cm², half round. Above/

NS5 Fixing of railway ppgi sheet on existing portion including all materials, labour etc