tender for maintenance of sgr building floor and other associated civil works at 33/11 kv sub-station bhognipur-ii district kanpur dehat, 1 earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer-in- charge:all kinds of soil (dsr no.2.1.1) 2 earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by engineer-in-charge. all kinds of soil (dsr no.2.6.1) 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. (dsr no. 2.25a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (dsr no. 2.27) 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : (dsr no. 4.1.) 1:1½:3 (1 cement: 1½ coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(dsr no. 4.1.2) 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : (dsr no. 4.1.) 1:2:4 (1 cement : 2 coarse sand(zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(dsr no. 4.1.3) 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : (dsr no. 4.1.) 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). (dsr no. 4.1.10) 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (dsr no. 5.22a) thermo-mechanically treated bars of grade fe-500d or more. (dsr no. 5.22a.6) 9 brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (dsr no. 6.2) cement mortar 1:4 (1 cement : 4 coarse sand) (dsr no. 6.2.1) 10 brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (dsr no. 6.2) cement mortar 1:6 (1 cement : 6 coarse sand). (dsr no. 6.2.2) 11 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 : (dsr no. 6.4) cement mortar 1:4 (1 cement : 4 coarse sand) (dsr no. 6.4.1) 12 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 : (dsr no. 6.4) cement mortar 1:6 (1 cement : 6 coarse sand) (dsr no. 6.4.2) 13 half brick masonry 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.(dsr no. 6.13) cement mortar 1:4 (1 cement :4 coarse sand)(dsr no. 6.13.2) 14 cement concreting flooring (1:2:4) finished with a floating coat of neat cement including cost of of cement slurry but exluding of nosing of steps.(40mm thick cc flooring)(dsr no.11.3.1) 15 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. (dsr no. 12.41) 110 mm diameter (dsr no. 12.41.2) 16 providing and fixing of glass strips in joints of tarazo/cement concrete floor(40mm wide and 4mm thick)(dsr no.11.13.1) 17 12 mm cement plaster of mix : (dsr no. 13.4) 1:4 (1 cement: 4 coarse sand) (dsr no. 13.4.1) 18 12 mm cement plaster of mix : (dsr no. 13.4) 1:6 (1 cement: 6 coarse sand) (dsr no. 13.4.2) 19 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of r.c.c. slabs and beams. (dsr no. 13.17) 20 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : (dsr no. 13.41)new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre (dsr no. 13.41.1) 21 finishing walls with acrylic smooth exterior paint of required shade: (dsr no. 13.46) new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (dsr no. 13.46.1) 22 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.(dsr no. 13.62.1) 23 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. (dsr no. 13.80) 24 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. (dsr no. 15.3) 25 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.. (dsr no. 15.7) in cement mortar (dsr no. 15.7.4) 26 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (dsr no. 15.8) from brick work in cement mortar (dsr no. 15.8.3) 27 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (dsr no. 15.12)of area 3 sq. metres and below (dsr no. 15.12.1) 28 dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of engineer-in-charge (dsr no. 15.19) 29 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm(dsr no. 15.23.1) 30 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings. this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge : external work (dsr no. 18.9)15 mm nominal outer dia. pipes. (dsr no. 18.9.1) 31 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings. this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge : external work (dsr no. 18.9)25 mm nominal outer dia. pipes. (dsr no. 18.9.3) 32 providing and fixing brass bib cock of approved quality : (dsr no. 18.15) 15 mm nominal bore (dsr no. 18.15.1) 33 providing and fixing brass stop cock of approved quality : (dsr no. 18.16) 15 mm nominal bore (dsr no. 18.16.1) 34 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore(dsr no. 18.17.1) 35 providing and fixing 12 mm thick industrial tiles size 400 x 400 mm or more of kajaria or approved make and colour usingin different sizes (thickness to be specified by the manufacturer) conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (nsi) 36 grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of engineer-in-charge. (nsi)