Construction of bore well at Godi River with pipeline for Kolad station and Construction of Gate Lodge at LC-11 (Dhakane Gate) in between INDAPUR - MANGAON stations in Ratnagiri region of Konkan Railway in the state of Maharashtra.

Making Borewell hole of width/dia. 7"

Supply and erection of 6kg casing pipe of size 7"

Flushing/ washing of borewell

Transportation charges borewell machine and casing pipes Above/

063010Laterite Masonry in foundation and plinth with : 063012Cement mortar 1:4 (1 cement : 4 fine sand)

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

031020Providing and laying cement concrete, up to plinth in retaining walls, walls 3 (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering. 0310241:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size)

136150Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI: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

011010Earth work in excavation as per approved drawings and dumping at 5 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 011011All kinds of soils

012040Filling, watering and ramming earth in 15cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift

161010Trenching in ordinary soil upto a depth of 60cm including removal and 7 stacking of un-serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). (Additional lead, if any will be paid as per rates in the Earthwork Chapter)

131100Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having 8 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 and testing of joints complete as per direction of Engineer in-Charge : External work 13110762.5mm nominal outer dia. Pipes

131150Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External Work 131159100mm dia. nominal bore

081030Structural steel work welded in built up sections, trusses and framed work, 10 girders, stagings, racks, etc. including cutting, bending, straightening, hoisting, fixing in position including applying a priming coat of approved steel primer complete - upto 6m height above GL 081031In RSJ, tees, angles and channels

081030Structural steel work welded in built up sections, trusses and framed work, 11 girders, stagings, racks, etc. including cutting, bending, straightening, hoisting, fixing in position including applying a priming coat of approved steel primer complete - upto 6m height above GL 081032In flats, plates, round or square bars Above/

Providing & laying in position Polyethelene (HDPE-PE) pipes, conforming to (PE-63 1 Grade) necessary jointing material like mechanical connector i.e.Thread / insert joint/quick release coupler joint including all transportation & fright charges, inspection charges, loading / unloading charges etc., complete. a) PE -63 grade - 6 kg /sqcm i) 50 mm bore Rate per Rmt Above/

D-Construction of Gate Lodge 729338.62 Below/P

12.6Earth 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. 2.6.1All kinds of soil.

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 m and lift upto 1.5 m.

2.25(a)Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

4.1Providing and laying in position cement concrete of specified grade excluding the 4 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)

4.1Providing and laying in position cement concrete of specified grade excluding the 5 cost of centering and shuttering - All work up to plinth level: 4.1.21:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.2Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, 6 string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.21:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

15.3Demolishing 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.

15.7Demolishing 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 15.7.4In cement mortor

15.9Demolishing stone rubble masonry 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: 15.9.2In cement mortar

15.12Dismantling doors, windows and clerestory windows (steel or wood) shutter including Chow khats, architrave, holdfasts etc. complete and stacking within 50 meters lead: 15.12.1Of area 3 sq. metres and below

15.23Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.1For thickness of tiles 10 mm to 25 mm

15.17Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.17.2Channels, angles, tees and flats

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

15.2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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.

5.22ASteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.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. for mass concrete

5.9Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3Suspended floors, roofs, landings, balconies and access platform.

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

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

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

6.4Brick work with common burnt clay F.P.S. (non modular) bricks of class 22 designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1Brick work with common burnt clay F.P.S. (non modular) bricks of class- Cement mortar 1:4 (1 cement : 4 coarse sand)

13.112 mm cement plaster of mix : 13.1.11:4 (1 cement: 4 fine sand)

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).

8.2Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar 25 locations of required approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complet at all levels. 8.2.2Granite stone slab colour black, Cherry/Ruby red 8.2.2.2Area of slab over 0.50 sqm

13.48Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm

2.33Felling 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. 2.33.1Beyond 30 cm girth upto and including 60 cm girth

2.34Supplying chemical emulsion in sealed containers including delivery as specified.

2.35Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite 29 treatment (excluding the cost of chemical emulsion) : 2.35.2Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 2.35.2.1With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration

22.6Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (C) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (D) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

13.52Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1On steel work

9.20Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) 32 decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.135 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.100Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 9.100.2100 mm

9.96Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.2250x16 mm

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 35 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, 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) : 21.1.1For fixed portion 21.1.1.1Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

21.3Providing and fixing glazing in aluminium door, window, ventilator shutters and 36 partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of \engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

17.1Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 37 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

11.41Providing and laying vitrified floor tiles in different sizes (thickness to be 38 specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2Size of Tile 600x600 mm

11.41AProviding and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 39 (1 cement: 4 coarse sand) jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.2Glazed vitrified floor tiles polished finish of size 11.41A.2.1Size of Tile 600 x 600 mm

18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having 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. 18.8.115 mm nominal dia Pipes

18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the 41 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. 18.8.325 mm nominal dia Pipes

18.49Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.115 mm nominal bore

18.53Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15.53.115mm nominal bore

10.17Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.

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

18.56Providing and fixing PTMT pillar cock of approved quality and colour. 18.56.115 mm nominal bore, 107 mm long, weighing not less than 110 gms

18.63Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms

5.47Providing and fixing in position factory made precast RCC M-40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed 48 @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal. 5.47.1Door frame 125 mmx 60 mm Above/

E-Construction of Gate Lodge 475040.98 Below/P

4.1Providing and laying in position cement concrete of specified grade excluding the 1 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)

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

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.

4.1Providing and laying in position cement concrete of specified grade excluding the 4 cost of centering and shuttering - All work up to plinth level : 4.1.31:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.2Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, 5 string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.31:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)