Providing covered shed, booking office, waiting hall and additional facilities on East side of Sawantwadi Road (SWV) Station in Ratnagiri region

A-Earth Work (DSR 2023) Rates are exclusive of GST 15461558.74 Below/P

2.8"Earth work in excavation by mechanical means (Hydraulic excavator) / manual 1 means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m." 2.8.1All kinds of soil

2.9Excavation work by mechanical means (Hydraulic excavator)/ manual means in 2 foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m. 2.9.1Ordinary rock

2.25Filling 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 and for all lift.

16.79Providing, laying, spreading and compacting graded stone aggregate (size 4 range 53 mm to 0.075 mm ) as per specification including all leads & lifts, laying in uniform layers on well prepared surface and compacting with vibratory roller to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

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 :" 4.1.51:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1"Providing and laying in position cement concrete of specified grade excluding the 6 cost of centering and shuttering - All work up to plinth level :" 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Per bag of

4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

5.33Providing 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 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, 8 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.: 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1All works upto plinth level 5.33.1.3Concrete of M35 grade with minimum cement content of 370 kg /cum

5.33Providing 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 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, 9 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.: 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1All works upto plinth level 5.33.1.1Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33Providing 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 cement, admixtures in 10 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.: 5.33.2All works above plinth level upto floor V level 5.33.2.3Concrete of M35 grade with minimum cement content of 370 kg /cum

5.22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level; 5.22.6Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

5.9Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3Suspended floors,

5.9Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6Columns, Pillars, Piers, Abutments, Posts and Struts

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

11.26Kota stone slab 25mm thick with white marble inserts (80/20%) flooring over 20 22 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) :

11.27Kota 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: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete

11.38Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 24 to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete

11.40Providing and laying rectified Glazed Ceramic wall tiles of size 300x300mm or 25 more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, 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 pigments etc., complete.

12.1Providing 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 26 washers or with G.I. limpet washers filled with white lead, 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. 12.1.11.00 mm thick with zinc coating not less than 275 gm/m²

12.7Providing and fixing 15 cm wide, 45 cm overall semi-circular plain 0.80 mm thick 27 with zinc coating not less than 275 gm/m² G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.10.80 mm thick with zinc coating not less than 275 gm/m²

12.41 Providing and fixing on wall face unplasticised Rigid PVC 110 mm diameter 28 rainwater pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.21 10 mm diameter

13.1118 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

13.112 mm cement plaster of mix : 13.11:4 (1 cement: 4 fine sand)

13.176 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on R.C.C. ceiling slabs and beams.

13.48AFinishing walls with ready mixed Premium acrylic emulsion paint (Company 32 Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13@46>46@1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

13.48Finishing with Deluxe Multi surface paint system for interiors and exteriors 34 using Primer as per manufacturers specifications : 13.48.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

13.712 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.21:4 (1 cement: 4 fine sand) Per bag of

13.21Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

21.1Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, 37 mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.2For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2Powder coated aluminium (minimum thickness of powder coating 50 micron)

22.5"Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement 38 compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry."

17.1Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 39 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 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: 17.1.1White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

17.2Providing and fixing white vitreous china pedestal type water closet (European 40 type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 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 : 17.2.1W.C. pan with ISI marked white solid plastic seat and lid

17.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 41 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps

17.29Providing and fixing 100 mm sand cast Iron grating for gully trap.

17.10Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 43 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1Kitchen sink with drain board 17.10.1.1510x1040 mm bowl depth 250 mm

18.11Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.115 mm dia nominal bore

19.1Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.1.2150 mm diameter

19.2Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 46 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 19.2.2150 mm diameter

19.15Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1With 20x20 mm square bar

19.19Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1LD 2.5 19.19.1.1Rectangular shape 600x450 mm internal dimensions

19.30Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 49 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick withn cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.1Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.31Extra for depth beyond 45 cm of brick masonry chamber : 19.31.1For 455x610 mm size 19.31.1.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.32Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

22.4Providing and Placing in position suitable PVC water stops conforming to 52 IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.1Serrated with central bulb (225 mm wide, 8-11 mm thick)

18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

18.17Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.125 mm nominal bore

18.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 55 stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.115 mm nominal dia Pipes

18.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 56 stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.220 mm nominal dia Pipes

18.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 57 stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.325 mm nominal dia Pipes

18.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 58 stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.432 mm nominal dia Pipes

18.10Providing and fixing G.I. pipes complete with G.I. fittings and clamps etc. Internal work - Exposed on wall 18.10.325 mm dia nominal bore

18.18Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 18.18.3 25 mm nominal bore

17.18"Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. " 17.18.110 litre capacity - White

17.23Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

18.50"Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. " 18.50.115 mm nominal bore

18.53"Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 " 18.53.115 mm nominal bore

17.32Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.2Rectangular shape 453x357 mm

18.9Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 67 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. 18.9.540 mm nominal dia Pipes

18.9Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 68 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. 18.9.650 mm nominal dia Pipes

17.35Providing and fixing soil, waste and vent pipes 17.35.1"100 mm dia " 17.35.1.1Sand cast iron S&S pipe as per IS: 1729

17.35Providing and fixing soil, waste and vent pipes 17.35.2 "75 mm diameter : " 17.35.2.1Sand cast iron S&S pipe as per IS: 1729

19.4Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. 71 grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 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: 19.4.2150 x 100 mm size P type 19.4.2.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.30Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 72 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.3"Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : " 19.30.3.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Above/

B-Structural Steel Work (DSR 2023) Rates are exclusive of GST 9730008.23 Below/P

10.16Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. 10.16.1Hot finished welded type tubes

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever 2 required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 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.).

10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end 3 locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover

10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, 4 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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/

C-USSOR 2011 (Rates are exclusive of GST) 902600.73 Below/P

063010Laterite Masonry in foundation and plinth with : 063014Cement mortar 1:6 (1 cement : 6 fine sand)

063020Extra for Laterite Masonry in superstructure above plinth level upto floor two level

033060Supply and using cement at worksite : 033062OPC 53 Grade

222020300mm thick (average) Dry Stone flooring with boulders of not less than 35kg 4 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

274060Supplying and fixing PVC Nahani trap 100 mm and with PVC cover including 5 making holes in walls, beams etc.and fixing with utmost care to avoid leakage. The rate includes testing the trap & floor junction & joints etc. for water tightness & making good & finishing the damaged portions but excluding cost of cement. (Item No. 17406 of SOR-2002) 274061a) 100 mm dia. Above/

D-Non-Schedule Items (Rates are exclusive of GST) 2622500.00 Below/P

Supply and installation of GRC (Glass Fiber Reinforced Concrete) design panel/element of design thickness and panel size as per approved architectural drawing and design with detailed technical specification.

Supply and installation of GRC jali (Glass Fiber Reinforced Concrete) of thickness 25mm to 30mm and panel size as per approved architectural drawing and design with detailed technical specification.