tender for boring work 70 meter of with 3 hp motor automatic in ward peshwa nagar nagar - earth work in excavation by mehnical means (hydraulic excavator)/manual in foundations trenches or drains (not exceeding 1.5 m in width or 10 sqm on plain 2 providing and laying in position cement cement concrete of specified grade 1:4:8 (1 cement:4coarse sand: (zone-|||):8 grade stone aggregate 40 mm (nominal size)excluding the cost of centering and shuttering -all work upto plinth level. 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 37.5 in foundation and plinth in: r 1:4 (1) cement :4 coarse sand) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 brick work with common burnt clay (non 5 modular) brick of class-150 in above plinth level upto floor v level in all shapes and size 6 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 7 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete 7 upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 8 providing and fixing 1 mm thick m.5. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the 8 junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.. 9 12 mm cement plaster of mix:1:4 (1) 10 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the 10 plastered wall surface to prepare the surface even and smooth complete. 11 applying priming coats with primer of approved brand and manufacture, having low voc (volatile organic compound) 11 content. with water thinnable cement primer on wall surface having voc content less than 50 grams/litre. 12 finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications 12 two or more coats applied on walls @ 1.25 tr/10 sqm over and including one coat of special primer applied @ 0.75 ltr 10 sqm 13 boring of submersible pumpboring with 150 mm diameter casing pipe for hand pump/tubewell, in all soils except ordinary hard rocks requiring blasting.including removing the casing pipe after the hand pump/tube well is lowered andtested up to 6 metres depth 14 beyond 6 mand up to 12 m depth 15 beyond 6 mand up to 12 m depth 16 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm)pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer-in-charge. 17 providing and placing in position hand pump of approved quality for 40 mm diameter g.i. pipe complete with all accessories. 18 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. 19 providing and placing on terrace (at all floor levels) polyethylene water storage is: 12701 marked, with cover and suitable 17 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 20 providing and fixing g.i. pipescomplete with g.i. fittings including trenching and refilling etc. external work 40 mm dia nominal bore 21 25mm 22 15 mm 23 providing and fixing brass bib cock ofapproved quality 15 mm 24 providing and fixing gun metal non-return valve of approved quality40 mm nomonal bore verticle. 25 25 mm nominalbor verticle 26 providing and fixing gun metal non-return valve of approved quality40 mm nomonal bore verticle. 27 constructing masonry chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for fire hydrants, with c.1. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and rcc top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand: 3 21 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: 28 ground mounted structure (hot dip g.i.) 29 calum ppie size 2 30 fitting accessory 31 sub cable 4 sqm 32 dc wire 4 sqm 33 instalation charge 34 transpotation charge 35 3 hp dc solar submersible pump with 1 controller bldc/pmsmmotor 55304 pump 30 m head(warrenty 1 year). 36 solar module 550watt