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| 1 | 1. SITTING SHED = 2 NOS.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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 2 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) brick of class designation 7.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.2.10 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40mm nominal size derived from natural sources). |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | 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. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | 5.9.5 Lintels beams plinth beams, girders, bressumers and cantilvers |
| 8 | 5.9.6 Columns, Pillars, Piers, abutments, posts and struts |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | 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). |
| 12 | 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. |
| 13 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 14 | 15mm cemnet plaster on the rough side of single or half brick wall of mix:13.2.1 1:4 (1 cement : 4 fine sand) |
| 15 | 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.10.16.1 Hot finished welded type tubes |
| 16 | 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 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 Engineerin-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. |
| 17 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (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. |
| 18 | Colour washing such as green, blue or bulf to give an even shade: New work (two or more coats) with a base coat of white washing with lime |
| 19 | 2. CAR PARKING SHED :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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 20 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) brick of class designation 7.5 |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.2.10 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40mm nominal size derived from natural sources). |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-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.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 25 | 5.9.5 Lintels beams plinth beams, girders, bressumers and cantilvers |
| 26 | 5.9.6 Columns, Pillars, Piers, abutments, posts and struts |
| 27 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 28 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size). |
| 29 | 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). |
| 30 | 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. |
| 31 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 32 | 15mm cemnet plaster on the rough side of single or half brick wall of mix:13.2.1 1:4 (1 cement : 4 fine sand) |
| 33 | 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.10.16.1 Hot finished welded type tubes |
| 34 | 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 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 Engineerin-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. |
| 35 | 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 lain in required colour & pattern over 50mm thick compacted bed of sand, copacting and proper bedding/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. 16.91.2 80mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 36 | Colour washing such as green, blue or bulf to give an even shade: New work (two or more coats) with a base coat of white washing with lime |
| 37 | 3. TOILET BLOCK :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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 38 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) brick of class designation 7.5 |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources). |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 41 | 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. |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 43 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 44 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 45 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 46 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 47 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size). |
| 48 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 49 | 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) |
| 50 | 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. |
| 51 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand). |
| 52 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:10.14.1 Profile B Fixing with adjustable lugs with split end tail to each jamb |
| 53 | Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately).9.18.2 25 mm thick |
| 54 | 15mm cemnet plaster on the rough side of single or half brick wall of mix:13.2.1 1:4 (1 cement : 4 fine sand) |
| 55 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:9.72.6 75x40x2.5mm (ordinary type) |
| 56 | Providing and fixing chromium plated brass handles with necessary screws etc. complete:9.92.1 125mm |
| 57 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :9.74.1 250x10 mm |
| 58 | Finishing with Deluxe Multi Surface paint system for interiors and exteriors using primer as per manufactures specifications painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over and under coat of primer applied @ 0.75 ltr/10sqm of approved brand and manufacture. |
| 59 | Providing 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 (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. Double charge vitrified tile polished finish of size11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size11.41A.3.1 Size of Tile 600 x 600 mm |
| 60 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (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. |
| 61 | 4. DTW BORING :Boring/drilling bore well of required dia for casing/strainer pipe by suitable method prescribed in IS: 2800 (Part I) including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job all complete as per direction of Enginner-in-charge, upto 90 metre depth below ground level.23.1.1 All types of soil23.1.1.1 300mm dia |
| 62 | Supplying assembling lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and scoketed/plain ended casing pipes of required dia, conforming to IS:4270 of required & approved make including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture including required hire & labour charges, fittings & accessories all complete for all depths as 23.10.1 100mm nominal size dia |
| 63 | Gravel packing in tubewell construction in accordance with IS:4097 including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge. |
| 64 | Providing and fixing to filter and lowering to proper levels 40mm G.I. pipe for tube well including cleaning and priming the tube well |
| 65 | Providing and placing in position filters of 40mm diameter G.I. pipe with brass strainer of approved quality. |
| 66 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately):18.59.1 50mm dia |
| 67 | Providing 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. |
| 68 | 5. SEPTIC TANK :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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 69 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete:16.12.1 With common burnt clay F.P.S. (non modular) brick of class designation 7.5 |
| 70 | Providing and laying in position cement concrete of specified grade all works upto plinth.A) In prop: 1:3:6. |
| 71 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, to proper shape placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 73 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 74 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 Prop 1:2:4 |
| 75 | 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) |
| 76 | 15mm cemnet plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix:13.8.1 1:3 (1 cement : 3 fine sand) |
| 77 | 6. SOLAR LIGHT SYSTEM : Supplying with including fitting fixing of all in one Solar street light 25W including 7.0m Octagolal Pole etc. as directed by the Deptt. Please Enable Macros to View BoQ information |
