Tender For Mcw Works At Fsd Kazipet For The Year 2026-27. Sh: Constuction Of Labour Rest Shed, Isolation Shed, Watch And Ward Room, Security Room, Drain In Railway Siding, Approach Road, Gno.8&9, And Other Miscellaneous Works.
Tender Overview
Project Description
Tender for Mcw Works At Fsd Kazipet For The Year 2026-27. Sh: Constuction Of Labour Rest Shed, Isolation Shed, Watch And Ward Room, Security Room, Drain In Railway Siding, Approach Road, Gno.8&9, And Other Miscellaneous Works.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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. In cement mortar |
| 4 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead:Of area 3 sq. metres and below |
| 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 on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 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 for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 9 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: cement mortar 1:6( 1cement:6 coarse sand) |
| 11 | 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 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.: All works upto plinth level: Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 12 | 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 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.: 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. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 13 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 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 and dressing and finishing the top smooth. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 16 | Suspended floors, roofs, landings, balconies and access platform |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 19 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 20 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 21 | shelves (Cast-in-situ) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechanicaly treated bars of grade 500D or more |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo Mechanicaly treated bars of grade 500D or more |
| 24 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 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 and for all lift. |
| 26 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 27 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 28 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5in superstructure above plinth level upto floor V level in cement mortar 1:4(1 cement:4 coarse sand) |
| 29 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 45 x 85 mm |
| 30 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick |
| 31 | Providing and fixing M.S.grills of required pattern in frames of windows etc.with M.S.flats,square or round bars etc. including priming coat with approvd steel primer all complete Fixed to steel windows by welding |
| 32 | Providing 40x5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix(1cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 33 | Providing and fixing aluminium slidng door bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 250x16mm |
| 34 | Providing and fixing aluminium tower bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 250x10mm |
| 35 | Providing and fixing aluminium tower bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 100x10mm |
| 36 | Providing and fixing aluminium handles,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 100mm |
| 37 | Providing and fixing aluminium hanging floor door stopper,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete Single rubber stopper |
| 38 | 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 |
| 39 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 40 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 4.0 mm thick glass panes. |
| 41 | Steel 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. Hot finished welded type tubes |
| 42 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 43 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 44 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 45 | Providing and laying vitrified floor tiles in different sizes (thickness to be 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 20 mm 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. Size of Tile 600x600 mm |
| 46 | Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS:15622 of approved make, in all colours &shade,in skirting,risers of steps,over 12mm thick bed of cement mortar 1:3(1cement:3 coarse sand) including grouting the joints with white cement and matching pigments etc complete) size of Tile 60x60CM |
| 47 | Providing and laying Ceramic glazed floor 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, 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. |
| 48 | Providing and laying Ceramic glazed floor tiles of size 300x300mm(thickness to be specified by the manufacturer), of I st quality conforming to IS :15622, of approved make ,in all colours, Shades,except White,Ivory,Grey,Fume Red Brown,laid on 20mm thick bed of cement mortar 1:4(1Cement: 4 Coarse sand ),jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 49 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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. |
| 50 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 : Ridges plain (500 - 600mm). |
| 51 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 52 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 53 | 12 mm cement plaster of mix :1:4(1 cement:4 coarse sand) |
| 54 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) |
| 55 | White washing with lime to give an even shade:New work (three or more coats). |
| 56 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10sqm). |
| 57 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 58 | Lettering with black Japan paint of approved brand and manufacture |
| 59 | Providing and fixing on wall face unplasticised rigid PVC water pipes conforming to IS 13592 Type-A including jointing with sealing ring conforming to IS 5382 leaving 10mm gap for thermal expansion single socketed pipes |
| 60 | a)single socketed pipes 75mm diameter |
| 61 | b)single socketed pipes 110mm diameter |
| 62 | Providing and fixing on wall face unplasticised PVC moulded PVC fittings/accessories for unplasticised rigid PVC water pipes conforming to IS 13592 Type-A including jointing with sealing ring conforming to IS 5382 leaving 10mm gap for thermal expansion single |
| 63 | a)75X75X75mm single tee with door |
| 64 | b)110X110X110mm single tee with door |
| 65 | c)75X75X75mm single tee without door |
| 66 | d)110X110X110mm single tee without door |
| 67 | e)Bend 87.5 degree 75mm bend |
| 68 | f)Bend 87.5 degree 110mm bend |
| 69 | Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast iron Por S trap,10 litre low level white P.V.C. flushing cistern,including flush pipe, with manually controleed device(handle lever) conforming to IS: 7231,with all fittings and fixtures complete,including cutting and making good the walls and floors wherever required: White vitreous china Orissa pattern W.C.pan of size 580x440mm with integral type foot rests |
| 70 | Providing and fixing wash basin with C.I.brackets,15mm C.P.brass pillar taps ,32mm 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 Flat back wash basin 550x400mm with single 15mm C.P. brass pillar tap |
| 71 | Providing and fixing P.V.C.waste pipe for sink or wash basin including P.V.C.waste fittings complete.Flexible pipe 32mm dia |
| 72 | Providing 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 6mm thick hard board backing Rectangular shape 453x357mm |
| 73 | Providing and fixing Terminal guard:100mm Sand cast iron S&S as per IS -1729 a) 100mm Dia Sand cast iron S&S as per IS -1729 |
| 74 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or with out vent arm complete ,including cost of cutting and making good the walls and floors: 100mm inlet and 100mm out let Sand cast iron S&S as per IS -1729 |
| 75 | Providing and fixing G.I.pipes complete with GI fittings and clamps ,including cutting and making good the walls etc., Internal work exposed on wall |
| 76 | a)15mm nominal bore |
| 77 | b)20mm nominal bore |
| 78 | c)25mm nominal bore |
| 79 | Providing and fixing G.I.pipes complete with GI fittings and clamps ,including trenching and refilling etc.,External work |
| 80 | a)25mm nominal bore |
| 81 | b)40mm nominal bore |
| 82 | Making connection of GI distribution branch with G.I.main of following sizes by providing and fixing tee,including cutting and threading the pipe etc., complete |
| 83 | a)25 to 40mm nominal bore |
| 84 | Proving and fixing brass bib cock of approved quality 15mm nominal bore |
| 85 | Proving and fixing brass stop cock of approved quality 15mm nominal bore |
| 86 | Providing and fixing gunmetal gate valve with C.I wheel of approved quality (screwed end) |
| 87 | a)25mm nominal bore |
| 88 | b)50mm nominal bore |
| 89 | Providing and fixing ball valve(brass) of approved quality High or low pressure,with plastic floats complete 15mm nominal bore |
| 90 | Providing and fixing unplasticised PVC connection pipe with brass unions 30cm length 15mm nominal bore |
| 91 | Providing and fixing G.I.union in G.I.pipe including cutting and threading the pipe and making long screws etc., complete .,(New work.) |
| 92 | a)15mm nominal bore |
| 93 | b)20mm nominal bore |
| 94 | c)25mm nominal bore |
| 95 | d)40mm nominal bore |
| 96 | Providing and placing on terrace(at all floor levels) polyethelene water storage tanks ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and base support for tank |
| 97 | Providing,laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1cement:1fine sand)including testing of joints etc.complete 100m diameter |
| 98 | Providing and laying cement concrete 1:5:10 (1cement:5 coarse sand:10 graded stone aggregate 40mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm diameter S.W.pipe |
| 99 | Providing and fixing square mouth SW gully trap class SP-1 complete with CI grating brick masonry chamber with water tight C.I.cover with frame of 300mmx300mm size(inside)the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design 100x100mm size P type With common burnt clay F.P.S.(non modular) bricks of class designation 3.5 |
| 100 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning,fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc.complete, excluding plastering of the jambs, sills and soffits.25mm thick |
| 101 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry |
| 102 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:2:4 (1:cement: 2 coarse sand: 4graded stone aggregate 20mm nominal size) |
| 103 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 104 | Providing 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, 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) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 105 | Providing 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, 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) For 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): Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 106 | Providing and fixing glazing in aluminium door, window, ventilator shutters and 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): With float glass panes of 4.0 mm thickness |
| 107 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 108 | Providing 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 for 48 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. |
| 109 | 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 50 mm 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. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 110 | Providing and fixing plastic speed breaker of 50-ton load capacity with inbuilt reflectors on existing cement concrete road, including fixing arrangement with screws/fasteners, labour charges, and all incidental works, complete, as per specifications and directions of the Engineer-in-Charge. |
| 111 | Providing and fixing 1 metre Concave mirror for road safety with polycarbonate frame including labour charges, complete, as per directions of Engineer-in-charge Please Enable Macros to View BoQ information |
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