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| 1 | Construction of trucks parking area including driver’s rest room at Tummalapalle mill gate area |
| 2 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge in all kinds of soil. |
| 3 | 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 up to 1.5 m. |
| 4 | Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering at all levels as per directions of Engineer-in-charge. |
| 5 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement at all levels as per directions of Engineer-in-charge. |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all leads and lift with Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Brick work with common Fly ash bricks of class of approved quality designation 7.5 in at all levels and lift as per directions of Engineer- in-charge in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Supplying and fixing MS door shutter made of 1.6mm thick MS sheet with MS Angles and flats as required including supply, fabrication and erection of required size including a coat of steel primer and two coats of synthetic enamel paint of approved brand and shade as per drawings and direction of Engineer-in-charge. |
| 9 | Supply and fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes(4mm thick) with glazing clips and special metal sashputty of approved make, or metal beading with screws,fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 10 | Structural steel work riveted, bolted or welded in built up sections, and framed work like purlins, frames, trusses etc. including cutting, hoisting, fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer all complete. |
| 11 | Neat cement punning |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade in Two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per directions of E.I.C. |
| 13 | 15 mm cement plaster with mix :1:6 (1 cement: 6 fine sand) at all heights and lead as per directions of Engineer-in-charge. |
| 14 | Finishing walls with 100% Premium acrylic emulsion paint havingVOC less than 50 gm/litre and UV resistance as per IS 15489:2004,Alkali & fungal resistance, dirt resistance exterior paint ofrequired shade (Company Depot Tinted) with silicon additive New 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. |
| 15 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, tools and tackles and labour etc. complete as per directions of Engineer-in-charge. |
| 16 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth. |
| 17 | Half brick masonry with non modular fly ash bricks of class designation10, conforming to IS :12894, at all leads and lifts in Cement mortar 1 : 4 (1 cement : 4 coarse sand) and providing wire netting at every third layer of brick work as per directiions of Engineer-in-charge. |
| 18 | Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shadecomplete. |
| 19 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as 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 includingpointing the joints with white cement and matching pigment etc.,complete |
| 20 | 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, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with 15 mm C.P. brass pillar taps of approved brand as per instructions. |
| 21 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete as per directions of E.I.C. 15 mm nominal bore |
| 22 | Providing and fixing uplasticised PVC connection pipe with brass unions of approved quality and manufacture 15 mm nominal bore 45 cm length |
| 23 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 24 | Providing and fixing C.P. brass stop cock of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 25 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:3:6 mix (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 26 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 |
| 27 | 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 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 with White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests including cost of all materials, labour, tools and tackles etc. complete as per specifications and directions of Engineer-in-charge. |
| 28 | Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required as per directions of E.I.C. |
| 29 | Providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by Engineer in charge 0 point 50 mm pluse 0 point 05 percentage total coated thickness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to18 microns Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length uptometer or as desired by Engineeringcharge.The sheet shall be fixed using self drilling self tapping screws of size 5 point 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 but including cost of all materials labour tools and tackles scaffolding charges safety arrangement expenses taxes insurance etc complete as per directions of Engineer incharge |
| 30 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 31 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints(225mm wide) |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and lift |
| 33 | 1.31 a)in Foundations, footings, bases of columns, etc. |
| 34 | 1.31 b)In superstructure columns, lintels, beams, plinth beams, roofs etc. |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. with required excavation and back filling as required complete including as per directions of E.I.C. |
| 36 | 1.34 a) 15 mm dia nominal bore |
| 37 | 1.34 b) 25 mm dia nominal bore |
| 38 | 1.34 c) 32 mm dia nominal bore |
| 39 | 1.34 d) 40 mm dia nominal bore |
| 40 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion with single socketed pipes of 110mm dia with all accessories as per specifications and directions of EIC. |
| 41 | Providing and fixing Cuddapah slab of 25mm thick for making shelves including cutting levelling by fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete as directed by Engineer-in-charge |
| 42 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion as directed by Engineer-in-charge |
| 43 | 1.41 a)Coupler 110 mm dia |
| 44 | 1.41 b)Single tee with door 110x110x110 mm |
| 45 | 1.41 c)Single tee without door 10x110x110 mm each 188.55 |
| 46 | 1.41 d)Bend 87.5°(with or without door) 110 mm bend each 129.85 |
| 47 | 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The stylesof the shutter reinforced by inserting galvanised M.S. tube ofsize 20x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of \"H\" section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to theshutter styles by means of plastic/galvanised M.S. \"U\" cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness. The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer\"s specification anddirection of Engineer-in-charge. (For W.C. and bathroom doorshutter). |
| 48 | Providing and fixing glazing in steel window, ventilator shutters etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm). |
| 49 | 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 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 as directed by Engineer-in-charge. 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 50 | Providing and fixing PVC floor/nahani trap of approved brand and manufacture including making the joint in good condition as per direction of Engineer-in-charge. 100mm dia |
| 51 | Dry stone pitching 22.5 cm thick including supply of stones andpreparing surface complete |
