tender for work of expansion of cowshed. - 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. .all kinds of soil. 2 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 upto 50 m and lift upto 1.5 m. 3 supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. 4 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. 5 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 (zoneiii)derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 6 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) 7 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 8 providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 9 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. 10 brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 11 brick drain along plinth protection 12 centering and shuttering including strutting, propping etc. and removal of form for all heights : 13 foundations, footings, bases of columns, etc. for mass concrete. 14 lintels, beams, plinth beams, girders, bressumers and cantilevers 15 columns,pillars, piers, abutments, posts and struts. 16 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 17 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500 d or more. 18 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 19 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 mixor bear the cost of extra cement. 20 concrete of m25 grade with minimum cement content of 330 kg /cum 21 (i) r.c.c. work in footing 22 (ii) r.c.c. work in beam 23 (iii) r.c.c. work in columns 24 (i) r.c.c. columns 25 brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor v levelin : cement mortar 1:6 (1 cement : 6 coarse sand) 26 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 27 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using flats 30x6 mm for diagonal braces and central cross piece 28 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. 29 hot finished seamless type tubes 30 providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 31 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 32 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 approved steel primer all complete. fixed to steel windows by welding. 33 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 34 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. 35 providing and fixing precoated galvanised iron profile sheets (size, shape and of corrugation as approved by engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm 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. 36 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 37 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) 38 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 39 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer. 40 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. new work (two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 41 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 42 finishing 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. on steel work 43 painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: 44 two or more coats on new work. 45 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 46 providing and fixing on wall face unplasticised rigid pvc rain water 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. 47 110 mm diameter 48 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 49 a) coupler110 mm 50 b) bend 87.5°110 mm bend 51 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 52 group c 53 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 54 4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire 55 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 v, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 56 8 way (4 + 24), double door 57 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, “c”curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 58 supply, installation, testing and commissioning of 40w 4 feet surface / suspended / wall mounted ip40 led batten with minimum luminaire system efficacy of 125 lm/w having a color temperature of 5700k and housing should made up of extruded aluminium with high efficiency pmma diffuser with intergrated driver, leds used are smd,life of fixture 50000 burning hrs. @l70 lumen maintenance, cct 5700k, cri≥80, pf≥0.95 & thd<10%, an operating voltage range of 150 - 260 vac. minimum internal surge protection 2.5kv. the fixture design should comply driver leakage current as per as per iec 60598 along with bis certification for led driver & luminaire. luminaire manufacture shall provide lm79 report from nabl accredited lab. 59 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. 60 .all kinds of soil. 61 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 upto 50 m and lift upto 1.5 m. 62 supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. 63 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. 64 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 (zoneiii)derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 65 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) 66 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 67 providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 68 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. 69 brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 70 brick drain along plinth protection 71 centering and shuttering including strutting, propping etc. and removal of form for all heights : 72 foundations, footings, bases of columns, etc. for mass concrete. 73 lintels, beams, plinth beams, girders, bressumers and cantilevers 74 columns,pillars, piers, abutments, posts and struts. 75 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 76 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500 d or more. 77 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 78 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 mixor bear the cost of extra cement. 79 (i) r.c.c. work in footing 80 (ii) r.c.c. work in beam 81 (iii) r.c.c. work in columns 82 (i) r.c.c. columns 83 brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor v levelin : cement mortar 1:6 (1 cement : 6 coarse sand) 84 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 85 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using flats 30x6 mm for diagonal braces and central cross piece 86 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. 87 hot finished seamless type tubes 88 providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 89 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 90 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 approved steel primer all complete. fixed to steel windows by welding. 91 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 92 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. 93 providing and fixing precoated galvanised iron profile sheets (size, shape and of corrugation as approved by engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm 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. 94 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 95 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) 96 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 97 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer. 98 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. new work (two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 99 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 100 finishing 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. on steel work 101 painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: 102 two or more coats on new work. 103 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 104 providing and fixing on wall face unplasticised rigid pvc rain water 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. 110 mm diameter 105 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 106 a) coupler 107 110 mm 108 110 mm bend 109 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. group c 110 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire 111 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 v, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 8 way (4 + 24), double door 112 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, “c”curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 113 supply, installation, testing and commissioning of 40w 4 feet surface / suspended / wall mounted ip40 led batten with minimum luminaire system efficacy of 125 lm/w having a color temperature of 5700k and housing should made up of extruded aluminium with high efficiency pmma diffuser with intergrated driver, leds used are smd,life of fixture 50000 burning hrs. @l70 lumen maintenance, cct 5700k, cri≥80, pf≥0.95 & thd<10%, an operating voltage range of 150 - 260 vac. minimum internal surge protection 2.5kv. the fixture design should comply driver leakage current as per as per iec 60598 along with bis certification for led driver & luminaire. luminaire manufacture shall provide lm79 report from nabl accredited lab. 114 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. .all kinds of soil. 115 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 upto 50 m and lift upto 1.5 m. 116 supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. 117 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. 118 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 (zoneiii)derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 119 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) 120 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 121 providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 122 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. 123 brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 124 brick drain along plinth protection 125 centering and shuttering including strutting, propping etc. and removal of form for all heights : 126 foundations, footings, bases of columns, etc. for mass concrete. 127 lintels, beams, plinth beams, girders, bressumers and cantilevers 128 columns,pillars, piers, abutments, posts and struts. 129 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 130 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500 d or more. 131 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 132 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 mixor bear the cost of extra cement. 133 (i) r.c.c. work in footing 134 (ii) r.c.c. work in beam 135 (iii) r.c.c. work in columns 136 (i) r.c.c. columns 137 brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor v levelin : cement mortar 1:6 (1 cement : 6 coarse sand) 138 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 139 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using flats 30x6 mm for diagonal braces and central cross piece 140 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. 141 hot finished seamless type tubes 142 providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 143 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 144 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 approved steel primer all complete. fixed to steel windows by welding. 145 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 approved steel primer all complete. fixed to steel windows by welding. 146 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 147 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. 148 providing and fixing precoated galvanised iron profile sheets (size, shape and of corrugation as approved by engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm 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. 149 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 150 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) 151 cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 152 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer. 153 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. new work (two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 154 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 155 finishing 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. on steel work 156 painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: 157 two or more coats on new work. 158 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 159 providing and fixing on wall face unplasticised rigid pvc rain water 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. 160 110 mm diameter 161 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 162 110 mm 163 110 mm bend 164 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 165 group c 166 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 167 4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire 168 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 v, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 169 8 way (4 + 24), double door 170 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, “c”curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 171 supply, installation, testing and commissioning of 40w 4 feet surface / suspended / wall mounted ip40 led batten with minimum luminaire system efficacy of 125 lm/w having a color temperature of 5700k and housing should made up of extruded aluminium with high efficiency pmma diffuser with intergrated driver, leds used are smd,life of fixture 50000 burning hrs. @l70 lumen maintenance, cct 5700k, cri≥80, pf≥0.95 & thd<10%, an operating voltage range of 150 - 260 vac. minimum internal surge protection 2.5kv. the fixture design should comply driver leakage current as per as per iec 60598 along with bis certification for led driver & luminaire. luminaire manufacture shall provide lm79 report from nabl accredited lab. 172 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. all work upto plinth level. 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 173 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. 174 brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 175 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. 176 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. 177 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 lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil 178 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. 179 providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - all work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 180 providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - 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) 181 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete40 mm thick with 20 mm nominal size stone aggregate 182 centering and shuttering including strutting, propping etc. and removal of form for all heights : foundations, footings, bases of columns, etc. for mass concrete 183 brick work with f.p.s. bricks of class designation 75 infoundation and plinth in : cement mortar 1:6 (1 cement : 6 coarse sand) 184 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) 185 neat cement punning inner side 186 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.all kinds of soil 187 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 upto 1.5 m. 188 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) 189 centering and shuttering including strutting, propping etc. and removal of form for all heights : foundations, footings, bases of columns, etc. for mass concrete. 190 centering and shuttering including strutting, propping etc. and removal of form for all heights: lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 191 centering and shuttering including strutting, propping etc. and removal of form for all heights:columns, pillars, piers, abutments, posts and struts 192 centering and shuttering including strutting, propping etc. and removal of form for all heights :edges of slabs and breaks in floors and wallsunder 20 cm wide 193 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 cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.all works upto plinth levelconcrete of m25 grade with minimum cementcontent of 330 kg /cum 194 (i) r.c.c. work in footing 195 (ii) r.c.c. work in beam 196 (iii) r.c.c. work in columns 197 (ii) r.c.c. work in beam 198 (iii) r.c.c. work in columns 199 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 200 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand). 201 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 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) 202 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 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) 203 12 mm cement plaster on the fair side of single or half brick wall 204 finishing walls with water proofing cement paint of required shade : new work (two or more coats applied @ 3.84 kg/10 sqm) 205 (b) painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:two or more coats on new work. 206 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer-in-charge, with reinforced barbed tape(r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately) 207 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. all kinds of soil. 208 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) 209 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 210 upto plinth level 211 (i) r.c.c. work in footing 212 (iii) r.c.c. work in columns 213 above plinth to floor-v lvl 214 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 215 (ii) r.c.c. work in columns 216 foundations, footings, bases of columns, etc. for mass concrete. 217 columns,pillars, piers, abutments, posts and struts. 218 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 219 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500 d or more. 220 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 221 12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand) 222 finishing walls with water proofing cement paint of required shade : new work (two or more coats applied @ 3.84 kg/10 sqm) 223 applying priming coat: 224 with ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 225 painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:two or more coats on new work. 226 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 227 external lighting sitc panel 228 earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 229 supplying and laying 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode, including connection with g.i. nut, bolt, spring, washer excavation and refilling etc. as required. 230 laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 231 upto 35 sq. mm 232 supply of following sizes of xlpe insulatedaluminum conductor strip/ wire armoured, overall pvc sheathed 1.1 kv grade cables conforming to relevant is-7098 code and technical specifications. 233 4 x 16 sq. mm (28mm) 234 2c x 6 sq.mm. 235 2c x 4 sq.mm. 236 supply and making end termination with brass single/ double compression gland including providing and crimping of aluminum/copper solderless lugs/ferrules for xlpe/pvc insulated armoured power aluminum/copper conductor cables 1.1 kv grade of following sizes: 237 4c/3c/2c x 4/6/2.5 sq.mm. 238 supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. 239 4 x 16 sq. mm (28mm) 240 erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 241 above 4.5 metre and upto 6.5 metre 242 above 6.5 metre and upto 8.0 metre 243 supplying, installation, testing and commissioning of gate light fitting suitable for 42 watt ip 65led having system lumen output of minimum 4200 lumenscomplete with all accessories and lamp. 244 supplying, installation, testing and commissioning of bollard light fitting suitable for 11 watt ip 65led having system lumen output of minimum 900 lumenscomplete with all accessories and lamp. 245 supplying, installation, testing and commissioning of 60w led street lightip66 led with high performance having system lumen output of minimum 9900 lumens, contemporary designed housing made of die-cast aluminium, with street optic lens for uniform light distribution. pf better than 0.9, cri better than 70 complete with all accessories. 246 supply, testing & commissioning of 4.5 meter high g.ioctagonal pole (above ground level) with single/double arm as per requirement of suitable length with inbuilt junction box with 10a sp mcb, connectors for incoming/outgoing cable connection and 300mm x 300mm x 20 mm thick base plate and bracket (double arm/single arm whichever required) complete in all respect. 247 supply, testing & commissioning of 6.0 meter high g.ioctagonal pole (above ground level) with single/double arm as per requirement of suitable length with inbuilt junction box with 10a sp mcb, connectors for incoming/outgoing cable connection and 300mm x 300mm x 20 mm thick base plate and bracket (double arm/single arm whichever required) complete in all respect. 248 supplying and laying cable through gi pipe upto junction box including excavation and back filling, wiring with 2 x 2.5 sq.mm pvc insulated 1100 volts grade copper conductor wires from junction box to lighting fixturecomplete. 249 providing & fixing g.i. pipescomplete with g.i.fittings including trenching and refilling etc. (external work) 250 25 mm dia 251 32 mm dia 252 80 mm dia 253 painting g.i. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality. 254 25 mm dia 255 32 mm dia 256 80 mm dia 257 providing and fixing gunmetal gate valve with ci wheel of approved quality ( screwed ends ) 258 25 mm dia nominal bore 259 32 mm dia nominal bore 260 80 mm dia nominal bore 261 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design 262 with common burnt clay f.p.s ( non modular ) bricks of class designation 7.5 263 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 264 with common burnt clay f.p.s ( non modular ) bricks of class designation 7.5 265 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931: 15 mm nominal bore. 266 providing and fixing gi union in gi pipe including cutting and threading the pipe and making long screws etc . complete ( new work ) 267 25 mm dia 268 32 mm dia 269 80 mm dia 270 cutting road and making good the same including supply of extra quantities of materials i.e aggregate , moorum screening , red bajri and labour required . 271 bituminous portion 272 water bound macadam 273 gst