tender for construction of yoga bhawan and other development work at a public place near the house of shri ramkin bairwa in kevpura sector 07 in the southern border area of ​​kota municipal corporation. (mla fund) - 1 work name 2 dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. dismantling stone masonry, rubble stone masonry in cement morta 3 earth work in excavation in foundation trenches of drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. all kinds of soil 4 earth work in excavation in open area, stp, wtp, pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of engineer. (measurements for payment to be done as per standard drawings).in hard rock upto 3.0 m depth 5 .providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 reinforcement for r.c.c. work at all levels including straightening,cutting, bending, placing in position and binding all complete. (hot rolled deformed bars) 7 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete. 8 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts. 9 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 10 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:6 ( 1-cement : 6-sand). 11 brick work with fps bricks of class designation 75 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 12 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :lintels, beams, plinth beams, girders, bressumers and cantilevers. 13 plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 14 random rubble dry stone kharanja (soling) under floor. 15 kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) area of each slab 900 to 2000 sqcm 16 providing, laying, spreading and compacting of granular sub-base by providing close graded material, (table 400-1), spreadingin unifrom lyaers with motor grader on prepared surface,mixing by mix in place method with rotavator atomc, and compacting with vibratoryroller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material 17 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: 18 finishing walls with water proofing cement paint of required shade : new work (two or more coats applied @ 3.84 kg/10 sqm). 19 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old work. 20 carriage of materials by mechanical transport including loading, unloading and stacking earth.lead 5 k.m